Valmont Industries, Inc .• West Highway 275. P.O. Box 358 Valley, Nebraska 68064·0358 U.S.A .• (402) 359·2201 TOWN OF ADDISON, TEXAS ARAPAHO ROAD SUMMIT ELECTRIC P.O. NO. F36250D VALMONT
ORDER NO. 4T004-99 (BNS: 7-12-99) 
1 ANALYSIS OF \ 􀁾􀁏􀁎􀁔􀀠INDUSTRIES TRAFFIC SIGl STRUCTURE IN ACCORDANCE WITH AASHTO REQUIREMENTS (FINAL DEFLECTED POSITION) BY BNS 08/02/99 PAGE: SUBJECT: ADDISON, TEXAS -48 FT. MAST
ARM TXADDIS *********** INPUT DATA *********** WIND VELOCITY = 80 MPHI ELEVATION OF FOUNDATION ABOVE SURROUNDING TERRAIN = o FEET POLE ================================ SHAPE ROUND LENGTH
30.00 FEET BOT 0.0. = 13.00 INCHES TOP O.D. 8.80 INCHES TAPER = 0.14 IN/FT WEIGHT = 845 POUNDS POLE SECTIONS ================================ BOTTOM SECTION " THICKNESS = 0.2391 INCHES
LENGTH 30.00 FEET YIELD STRENGTH = 55.00 KSI OVERLAP = 0.00 FEET TOP SECTION THICKNESS = 0.0000 INCHES LENGTH = 0.00 FEET' BASE 0.0. 0.00 INCHES YIELD STRENGTH 0.00 KSI BASE PLATE ===================
============= WIDTH (SQUARE) = 18.00 INCHES THICKNESS = 1.500 INCHES YIELD STRENGTH 36.00 KSI ANCHOR BOLTS ================================ QUANTITY 4 BOLT DIAMETER = 1.75 INCHES BOLT
CIRCLE = 24.00· INCHES YIELD STRENGTH = 55.00 KSI TRANSFORMER BASE CONNECTING BOLTS ================================ QUANTITY = 4 BOLT DIAMETER = 1.50 INCHES BOLT CIRCLE 19.00 INCHES
ASTM SPEC = A325 BASE HEIGHT = 24.00 INCHES 
2 ANALYSIS OF V [oNT INDUSTRIES TRAFFIC SIG!:' : STRUCTURE IN ACCORDANCE WITH AASHTO REQUIREMENTS (FINAL DEFLECTED POSITION) BY BNS 08/02/99 PAGE: SUBJECT: ADDISON, TEXAS -48 FT. MAST
ARM TXADDIS *********** INPUT DATA (CONTINUED) *********** SIGNAL AND SIGN ARM 1 ARM 1 SECTIONS ================================ ================================ SHAPE = ROUND BASE SECTION
SPAN LENGTH 48.00 FEET THICKNESS = 0.2391 INCHES BASE O. D. = 10.50 INCHES LENGTH 39.00 FEET TAPER 0.14 IN/FT YIELD STRENGTH 55.00 KSI ATTACH. HT. * = 20.00 FEET ORIENTATION ** 0 DEGREES
OVERLAP = 1. 78 FEET SLOPE AT BASE = 0 DEGREES CENTROID LOCATION OUTER SECTION HORIZONTAL = 20.24 FEET THICKNESS 0.1793 INCHES ABOVE ATTACH. 0.00 FEET LENGTH = 10.78 FEET UNBENT LENGTH
= 48.00 FEET BASE O.D. 5.65 INCHES YIELD STRENGTH 55.00 KSI * THIS IS HEIGHT OF ATTACHMENT TO POLE ABOVE BOTTOM OF BASE PLATE OR TRANSFORMER BASE. SEE *** BELOW. ** ARM ORIENTATIONS
ARE ANGLES FROM +X AXIS IN X-Y PLANE. X AND Y AXES ARE PERPENDICULAR/PARALLEL TO SIDES OF POLE BASE PLATE. SEE *** BELOW. *** IF ARM IS ATTACHED WITH A CLAMP, HEIGHT AND ORIENTATION
MUST NOT BE CHANGED FROM VALUES SHOWN ABOVE WITHOUT CONSULTING VALMONT. 
3 ANALYSIS OF VI10NT INDUSTRIES TRAFFIC SIGh STRUCTURE IN ACCORDANCE WITH AASHTO REQUIREMENTS (FINAL DEFLECTED POSITION) BY BNS 08/02/99 PAGE: SUBJECT: ADDISON, TEXAS -48 FT. MAST ARM
TXADDIS *********** INPUT DATA (CONTINUED) *********** DESCRIPTION OF SIGNALS AND SIGNS * ============================================================================== POSITION HEIGHT
** DISTANCE SIGNAL SIGNAL OF OF TO CENT. OR SIGN PROJECTED SIGN SIGN SIGNAL CENTROID FROM POLE WEIGHT AREA LENGTH WIDTH OR SIGN TYPE (FEET) (FEET) (LBS) (SQ. FT.) (FEET) (FEET) ARM 1
SIGNAL 20.00 47.00 55 13.33 0.00 0.00 ARM 1 SIGN 20.00 42.00 15 0.00 2.50 2.50 ARM 1 SIGNAL 20.00 34.00 40 8.67 0.00 0.00 ARM 1 SIGN 20.00 28.00 15 0.00 2.50 2.50 ARM 1 SIGNAL 20.00
23.00 40 8.67 0.00 0.00 ARM 1 SIGNAL 20.00 10.00 40 8.67 0.00 0.00 ARM 1 SIGN 20.00 2.00 50 0.00 8.00 2.00 POLE SIGN 16.00 0.00 10 0.00 2.00 2.00 POLE SIGNAL 13.00 0.00 80 17.34 0.00
0.00 POLE SIGNAL 9.00 0.00 60 8.00 0.00 0.00 * THE VALUES SHOWN IN THIS TABLE MUST NOT BE EXCEEDED WITHOUT CONSULTING VALMONT. ANY SIZES OR OTHER DIMENSIONS NOT PROVIDED BY THE SPECIFYING
AGENCY HAVE BEEN ESTIMATED BY VALMONT. ** THESE HEIGHTS ARE ABOVE BOTTOM OF BASE PLATE OR TRANSFORMER BASE. 
4 ANALYSIS OF \" MONT INDUSTRIES TRAFFIC SIG: STRUCTURE IN ACCORDANCE WITH AASHTO REQUIREMENTS (FINAL DEFLECTED POSITION) BY BNS 08/02/99 PAGE: SUBJECT: ADDISON, TEXAS -48 FT. MAST ARM
TXADDIS *********** INPUT DATA (CONTINUED) *********** LUMINAIRE ARM 1 (DS50) ================================== SPAN LENGTH 8.00 FEET ORIENTATION ** 0 DEGREES MEMBER DATA BASE O.D.
2.38 INCHES OUTER END O.D. = 2.38 INCHES THICKNESS 0.1540 INCHES ATTACH. HT. * 31. 50 FEET RISE 3.67 FEET SLOPE AT BASE 32.0 DEGREES CENTROID LOCATION HORIZONTAL = 3.86 FEET VERTICAL
2.18 FEET YIELD STRENGTH 36.00 KSI UNBENT LENGTH 8.94 FEET LUMINAIRE *** SHAPE ROUNDED MOUNTING HT. * 35.17 FEET CENTROID HORIZ 9.00 FEET WEIGHT 55.00 POUNDS PROJECTED AREA 3.30 SQ.
FT. * THESE HEIGHTS ARE ABOVE BOTTOM OF BASE PLATE OR TRANSFORMER BASE. ** ARM. ORIENTATIONS ARE ANGLES FROM +X AXIS IN X-Y PLANE. X AND Y AXES ARE PERPENDICULAR/PARALLEL TO SIDES OF
POLE BASE PLATE; SEE *** BELOW. *** THE LUMINAIRE SIZES SHOWN MUST NOT BE EXCEEDED WITHOUT CONSULTING VALMONT. IF THESE SIZES WERE NOT PROVIDED BY THE SPECIFYING AGENCY, THEY HAVE BEEN
ESTIMATED BY VALMONT . 
ANALYSIS OF V 􀁾􀁏􀁎􀁔􀀠INDUSTRIES TRAFFIC 􀁓􀁉􀁇􀁾􀀠STRUCTURE IN ACCORDANCE WITH AASHTO REQUIREMENTS (FINAL DEFLECTED POSITION) BY BNS 08/02/99 PAGE: 5 SUBJECT: ADDISON, TEXAS -48 FT.
MAST ARM TXADDIS *********** RESULTS *********** ANALYSIS OF ARMS: FORCES AND MOMENTS WITH WIND ACTING PERPENDICULAR TO EACH ARM ======================================================================
====== GROUP FORCES (POUNDS) MOMENTS (FOOT-POUNDS) ARM ARM ANALYSIS LOAD 􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀁾􀀽􀀽􀀽􀀽􀀽􀀽􀀠======================== TYPE NO. LOCATION NO. AXIAL FY FZ TORSION
MY MZ SIGNAL 1 BASE 1 0 0 -1132 0 24161 0 SIGNAL 1 BASE 2 0 2742 -1132 0 24161 65218 SIGNAL 1 BASE 3 0 1478 -1723 0 38261 34778 SIGNAL 1 SPLICE-I 1 0 0 -195 0 1249 0 SIGNAL 1 SPLICE-I
2 0 768 -195 0 1249 5927 SIGNAL 1 SPLICE-I 3 0 384 -336 0 2333 2964 SIGNAL 1 SPLICE-O 1 0 0 -153 0 840 0 SIGNAL 1 SPLICE-O 2 0 746 -153 0 840 4593 SIGNAL 1 SPLICE-O 3 0 373 -285 0 1681
2296 LUMIN. 1 BASE 1 0 0 -89 0 628 0 -LUMIN. 1 BASE 2 0 110 -89 10 628 798 LUMIN. 1 BASE 3 0 71 -126 4 871 570 
ANALYSIS OF V 􀁾􀁏􀁎􀁔􀀠INDUSTRIES TRAFFIC 􀁓􀁉􀁇􀁾􀀠STRUCTURE IN ACCORDANCE WITH AASHTO REQUIREMENTS (FINAL DEFLECTED POSITION) BY BNS OB/02/99 PAGE: 6 SUBJECT: ADDISON, TEXAS -48 FT.
MAST ARM TXADDIS *********** RESULTS (CONTINUED) *********** ANALYSIS OF ARMS: STRESSES WITH WIND ACTING PERPENDICULAR TO EACH ARM 􀀽􀀽􀀽􀁾􀀻􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽
􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀁾􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀠ANAL. LOCATION ================ GROUP COMB. APPLIED STRESS (KSI) ALLOW. STRESS (KSI) ARM ARM LOAD
STR. ===================== ===================== TYPE NO. SITE NO. RATIO AXIAL BEND. SHEAR AXIAL BEND. SHEAR SIG 1 BASE 1 0.40 0.00 14.66 0.29 33.00 36.30 18.15 SIG 1 BASE 2 0.83 0.00
42.21 0.77 33.00 50.82 25.41 SIG 1 BASE 3 0.62 0.00 31. 3B 0.59 33.00 50.82 25.41 SIG 1 SP-I 1 0.09 0.00 3.13 0.10 33.00 36.30 18.15 SIG 1 SP-I 2 0.30 0.00 15.18 0.42 33.00 50.82 25.41
SIG 1 SP-I 3 0.19 0.00 9.45 0.27 33.00 50.82 25.41 SIG 1 SP-O 1 0.07 0.00 2.63 0.10 33.00 36.30 18.15 SIG 1 sp-o 2 0.29 0.00 14.60 0.52 33.00 50.82 25.41 SIG 1 SP-O 3 0.18 0.00 8.90
0.32 33.00 50.82 25.41 . LUM 1 BASE 1 0.53 0.00 12.57 0.17 21. 60 23.76 11.88 LUM 1 BASE 2 0.61 0.00 20.33 0.36 21. 60 33.26 16.63 LUM 1 BASE 3 0.63 0.00 20.84 0.31 21.60 33.26 16.63

7 ANALYSIS OF \' MONT INDUSTRIES TRAFFIC SIG, STRUCTUREJ IN ACCORDANCE WITH AASHTO REQUIREMENTS (FINAL DEFLECTED POSITION) BY BNS 08/02/99 PAGE: SUBJECT: ADDISON, TEXAS -48 FT. MAST
ARM TXADDIS *********** RESULTS (CONTINUED) *********** ANALYSIS OF POLE: FORCES, MOMENTS, AND CRITICAL WIND DIRECTIONS 􀁾􀀽􀀽􀁾􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀁾􀀽􀀽􀀽􀀽�
�􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀠SECTION GROUP FORC,ES (POUNDS) MOMENTS (FOOT-POUNDS) WIND HEIGHT* LOAD ==================== ========================
DIRECT** (FEET) NO. FX FY FZ MX MY MZ (DEGREES) 29.50 1 o o -101 o 628 o 29.50 2 58 10 -101 -51 917 81 10 29.50 3 46 o -141 o 1106 o o 18.00 1 o o -1519 o 24820 o 18.00 2 o 2982 -1519
-2503 24832 65900 90 18.00 3 o 1670 -2237 -1852 39226 35264 90 14.00 1 o o -1640 o 24839 o -14.00 2 o 3150 -1640 -14551 24858 65900 90 14 .00 3 o 1777 -2404 -8646 39280 35264 90 11.00
1 o o -1808 o 24889 o 11.00 2 o 3646 -1808 -24166 24927 65900 90 11.00 3 o 2042 -2702 -14123 39441 35264 90 7.00 1 o o -1989 o 24940 o 7.00 2 o 3898, -1989 -38963 24998 65900 90 7.00
3 551 1916 -2968 -19340 45013 30320 70 0.00 1 o o -2216 o 24976 o 0.00 2 o 3971 -2216 -66611 25047 65900 90 0.00 3 706 1908 -3264 -31512 51081 28807 65 THESE HEIGHTS ARE ABOVE THE POLE
BASE PLATE.* ** THESE ARE DIRECTIONS TOWARD WHICH THE WIND IS FLOWING. THEY ARE ANGLES FROM THE +X AXIS IN THE X-Y PLANE 
8 ANALYSIS OF V' 'WNT INDUSTRIES TRAFFIC 􀁓􀁉􀁇􀁾􀀠STRUCTURE IN ACCORDANCE WITH RASHTO REQUIREMENTS (FINAL DEFLECTED POSITION) BY BNS 08/02/99 PAGE: SUBJECT: ADDISON, TEXAS -48 FT. MAST
ARM TXADDIS *********** RESULTS (CONTINUED) *********** ANALYSIS OF POLE: STRESSES ============================================================================== SECTION GROUP COMB.
APPLIED STRESS (KSI) ALLOW. STRESS (KSI) EFFECHEIGHT* LOAD STR. ===================== ===================== TIVE (FEET) NO. RATIO AXIAL BEND. SHEAR AXIAL BEND. SHEAR CA 29.50 1 0.02
0.02 0.54 0.00 33.00 36.30 18.15 1. 00 29.50 2 0.02 0.02 0.79 0.05 33.00 50.82 25.41 1. 00 29.50 3 0.02 0.02 0.95 0.01 33.00 50.82 25.41 1. 00 18.00 1 0.42 0.20 15.12 0.00 33.00 36.30
18.15 1. 00 18.00 2 0.98 0.20 15.21 20.86 33.00 50.82 25.41 1. 00 18.00 3 0.67 0.29 23.93 11.18 33.00 50.82 25.41 1. 00 14.00 1 0.38 0.20 13.61 0.00 33.00 36.30 18.15 1. 00 -14.00 2
0.87 0.20 15.78 18.83 33.00 50.82 25.41 1. 00 14.00 3 0.60 0.30 22.03 10.10 33.00 50.82 25.41 1. 00 11. 00 00 1 0.35 0.21 12.63 0.00 33.00 36.30 18.15 1. 00 11. 00 2 0.83 0.21 17.62
17.60 33.00 50.82 25.41 0.99 11. 00 3 0.57 0.32 21.26 9.44 33.00 50.82 25.41 0.99 7.00 1 0.32 0.22 11. 48 0.00 33.00 36.30 18.15 0.99 7.00 2 0.83 0.22 21. 31 16.06 33.00 50.82 25.41
0.99 7.00 3 0.54 0.34 22.56 7.43 33.00 50.82 25.41 0.99 0.00 1 0.28 0.23 9.80 0.00 33.00 36.30 18.15 0.99 0.00 2 0.85 0.23 27.93 13.77 33.00 50.82 25.41 0.99 0.00 3 0.53 0.34 23.55 6.08
33.00 50.82 25.41 0.99 THESE HEIGHTS ARE ABOVE THE POLE BASE PLATE.* 
ANALYSIS OF V: 10NT INDUSTRIES TRAFFIC SIG!' STRUCTURE IN ACCORDANCE WITH 8ASHTO REQUIREMENTS (FINAL DEFLECTED POSITION) BY BNS 08/02/99 PAGE: 9 SUBJECT: ADDISON, TEXAS -48 FT. MAST
ARM TXADDIS *********** RESULTS (CONTINUED) *********** ANALYSIS OF ANCHOR BOLTS 􀀽􀀽􀀽􀁾􀀽􀀽􀀽􀀽􀁾􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽
􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀠CRITICAL MAX. APPLIED ALLOWABLE GROUP WIND COMB. AXIAL SHEAR STRESS (KSI) STRESS (KSI) BOLT LOAD DIRECT. * STRESS FORCE FORCE ============ ============
CONST NO. (DEG) RATIO (LBS) (LBS) AXIAL SHEAR AXIAL SHEAR "K" 1 0.18 -9384 4.94 27.50 0.60 2 285 0.64 -38325 15838 20.18 8.34 38.50 23.10 0.60 3 290 0.47 -31720 8040 16.70 4.23 38.50
23.10 0.60 ANALYSIS OF TRANSFORMER BASE CONNECTING BOLTS ================================================================ CRITICAL MAX. GROUP WIND COMB. BOLT STRESSES (KSI) LOAD DIRECT.
* STRESS FORCE =================== NO. (DEGREES) RATIO (LBS) APPLIED ALLOWABLE 1 1 0.19 11153 6.31 33.25 • 2 60 0.54 44619 25.25 46.55 3 60 0.45 36879 20.87 46.55 ANALYSIS OF BASE PLATE
============================================ COMBINED STRESS RATIO = 0.86 GROUP LOAD NUMBER = 2 CRITICAL WIND DIRECT.* = 60 DEGREES MAXIMUM BOLT FORCE 44619 POUNDS BOLT-TO-POLE MOMENT
ARM 3.00 INCHES WIDTH OF BENDING SECTION 12.46 INCHES APPLIED BENDING STRESS = 28.66 KSI ALLOWABLE BENDING STRESS 33.26 KSI * THESE ARE DIRECTIONS TOWARD WHICH THE WIND IS FLOWING. THEY
ARE ANGLES FROM THE +X AXIS IN THE X-Y PLANE THIS PAGE PROVIDES THE PERTINENT INFORMATION CONCERNING THE ANALYSIS OF THE ARM-TO-POLE ATTACHMENT COMPONENTS OF THE SIGNAL AND SIGN ARMS.
*********** INPUT DATA *********** ARM 1 ARM 2 CONNECTON BOLT DATA ==================== NUMBER = 4 BOLT DIAMETER (IN) = 1. 250 ASTM SPECIFICATION A325 HORIZONTAL SPACING (IN) = 15.25
VERTICAL SPACING (IN) = 15.25 ATTACHMENT PLATE DATA 
􀀽􀀽􀀽􀀽􀀮􀀽􀀮􀀽􀀽􀀮􀀽􀀮􀀽􀀽􀀺􀀽􀀽􀀽􀀽􀁾􀀽􀀽􀀽􀀽􀀽􀀽􀀠HORIZONTAL WIDTH (IN) = 18.50 VERTICAL WIDTH (IN) = 18.50 THICKNESS (IN) 1.750 YIELD STRENGTH (KSI) = 36 *********** RESULTS ***********
ANALYSIS OF SIGNAL/SIGN ARM SIMPLEX BOLTS 􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀺􀁾􀀽􀀺􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀮􀀽􀀮􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀠MAX. GROUP STRESS (KSI) BOLT
LOAD TENSION =================:== ARM CSR NO. (LB) APPLIED ALLOWABLE === ==::::; ===== ======= ======.= :;;;:;===.===== 1 0.62 2 35166 28.66 46.55 ANALYSIS OF SIGNAL/SIGN ARM SIMPLEX
PLATES =====:;;;:;:;;;:;=============.=================================:=:========:;;;:;=:=:======= MAX. GROUP BEND. STRESS (KSI) SLOPE OF LENGTH OF PLATE LOAD =================== BEND
LINE BEND LINE ARM CSR NO. APPLIED ALLOWABLE DEGREES (IN) === ===== ===== =======: ====:===== ========= 􀀽􀁾􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀺􀀠1 0.73 2 24.34 33.26 45 15.66 
ANALYSIS OF V; IONT INDUSTRIES TRAFFIC SIGN STRUCTURE IN ACCORDANCE WITH AASHTO REQUIREMENTS (FINAL DEFLECTED POSITION) BY BNS 08/02/99 PAGE: 10 SUBJECT: ADDISON, TEXAS -48 FT. MAST
ARM TXADDIS RESULTS SUMMARY MAXIMUM COMBINED STRESS RATIO IN EACH MAJOR COMPONENT MAXIMUM REACTIONS APPLIED TO FOUNDATION ================================ ========================================
POLE (AT 18.00 FT) = 0.98 BENDING MOMENT 78648 FOOT-POUNDS SIGNAL AND SIGN ARM 1 = 0.83 TORSION 65900 FOOT-POUNDS LUMINAIRE ARM 1 0.63 SHEAR FORCE = 3971 POUNDS BASE PLATE = 0.86 AXIAL
FORCE = 3264 POUNDS ANCHOR BOLTS = 0.64 T-BASE CONNECTING BOLTS = 0.54 MAXIMUM BENDING + AXIAL DEAD WT. STRESS siS ARM 1 ATTACH. BOLTS = 0.62 ================ (KSI) ================
SiS ARM 1 ATTACH. PLATE = 0.73 POLE 15.32 SIGN/SIGNAL ARM 1= 14.66 LUMINAIRE ARM 1= 12.57 RESULTANT DEFLECTION OF POLE TOP CAUSED BY DEAD WEIGHT ================================ 1.21
DEGREES 
NOTE: CAf1ERA, CAf1ERA f10UNTING HARDWARE AND ACCESSORIES PROVIDED BY.DIERS, DETAIL 1 SEE POLE AND SIGNAL ARM L REMOVABLE CAP WITH THAu BOLT .. .. . DATA -I -\ DETAIL 3 l--.-SEE POLE
AND SIGNAL ARx DATA--------II lS'-0' F'lNISH, FINISH COAT, TGIC OR URETHANE POLYESTER POWDER COLOR, BLACK VALMONT SPEC, F2b4A DETAIL 5 􀁾􀁬􀀢􀀢􀀼􀁬􀀧􀁉􀀭􀀭􀀧􀀭􀀭􀀧􀂭\'-DETAIL 4 DETAIL
b --.......-r--1 .... MATERIAL DATA ASTM Ni; MIN"DESrSNArION,YIELD:,(KSr>, ASTI'1 􀁙􀁲􀁾􀁄􀀠DESIGNATION (KS!)COMPONENT COMPONENT A3. 34"'IP:,;OL':'Ee::SH7:A"F"-T_____􀀭􀁆􀀮􀁁􀀵􀀧􀀩􀀽􀀵􀁾􀁇􀁒􀀽􀀧􀀮􀀧�
�􀀢􀁁􀀫􀀭􀀽􀁓􀀽􀁓􀁟􀁬􀀠POLE BASE􀁲􀀮􀁁􀁾􀁒􀁍􀁾􀁓􀁈􀁾􀁁􀁾􀁆􀁾􀁔􀁾􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀁅􀁁􀀵􀀻􀀹􀀲􀀵􀁾􀁇􀁒􀀽􀀮􀁾􀁁􀁤􀁟􀀭􀀽􀁓􀀽􀀵􀁟􀁬􀀠􀁲􀀮􀁁􀁾􀁒􀁈􀁾􀁁􀁾􀁔􀁔􀁾􀁁􀀲􀁃􀁾􀁈􀁍􀁾􀀬􀁅􀁾􀁎􀁾􀁔􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁦􀀮􀁁�
�􀀢􀀧􀀷􀀭􀀭􀀭􀀭􀀭􀀭􀁲􀁾􀀳􀁾􀀮􀁾􀀠ANCHOR BOLTS F1554 􀁇􀁒􀁾􀁓􀁓􀀠&:i ARM CONNECTING eOLTS A325 􀁾􀁌􀁖􀁁􀁎􀀱􀁚􀁉􀁎􀁇􀀠HARDWARE A,,15=''-_-t_-l :T-BASE CONNECTiNG BOLTS A325 * I * EXCEPT
LUBRICATE IN THE FIELD IF NECESSARY 'r:" HOOK FOA WIRING AND HANDLING-f1.S"" DIA. COI-tiERCIAL GRADE HOT ROLLED BAA OJ"" I j 4,75" I _ 􀁾􀁌••" " MIN DETAIL 1 POLE TOP llii r--(41-$IZE
􀁾􀁆􀁵􀀠HEX HEAD BOLTS WITH HEX NUTS & WASHERS. :2;;V'TY? 1--"8"'-"C""E" 1e-,".256"I -A ll-IICK DETAIL 3 SIGNAL ARM SLIP JOINT .0 .58" NUT HCLDER]WITH FASTENERS FOR GRQUNDING '-NUT COVER
􀁷􀁾􀁩􀁴􀂫􀀮􀀠\ '" 1I.IU." L I'l 1,--<:4) HEX HEAD BOLTSIi 􀁾􀀠WITH HEX NUTS, FLAT 􀀮􀁲􀀺􀁉􀁩􀁾􀀺􀀺􀀺􀀺􀀺􀀻􀁾􀀠WASHERS" LOCK WASHERS. -r-r􀁾􀀠SEE TRANSFORMER BASEI, 􀁾􀀭􀀭􀂭DETAIL FOR
CONNECTING 􀁾􀁍􀀢􀀠BOLT SIZE. TRANSFORMER: 􀁾􀀠\"l"'""niiiEev-BASE 􀀭􀀭􀁟􀁾􀁟􀁉􀀢􀀧􀁾􀀠W.r:::::::::J TxTtW4..􀁲􀁩􀁉􀁾􀀭􀀯􀀮􀁚􀀻􀀻􀀷􀀸􀀠GUSSETS 􀀧􀀵􀀮􀁘􀀧􀀳􀀱􀁶􀀨􀁾􀀠􀁾􀀠.1....r 􀁾(;:;\0􀁾􀀠vV
n::V nI􀀢􀁲􀀮􀁾\::J'J 􀁴􀀻􀀭􀀭􀁾􀁾􀀠• "Y" 􀁾􀁾􀀮􀀠'S" 􀁾􀀠..... "E,J It;::.l''''o-·2SV-,",--<'TIYP. ; POLE BASE .-::---11:1􀁾􀁾􀁾􀀺􀀭􀀭􀀧􀀺􀀢􀀾􀁙􀁉􀀠I 􀁦􀀭􀁄􀀭􀁅􀁔􀀭􀁁􀀭􀁉􀀭􀁌􀀭􀀲􀀭􀁨􀀬􀀭􀁊􀀭􀁓􀀭􀁉􀀭
􀁇􀀭􀁎􀀭􀁁􀁌􀀭􀁁􀀭􀁒􀀭􀁍􀀭􀁾􀀭􀁔􀀭􀁔􀀭􀁁􀀭􀁃􀀭􀁈􀀭􀁍􀁅􀀭􀁎􀀭􀁔􀀭􀀭􀁬􀀠􀁛􀁾􀀺􀀺􀀧􀀺􀀠I 􀁾-,􀀢􀁾􀀢􀀧􀀢􀀠SIGNAL ARM ATTACHMENT ITEM "A" "8" "C" "0" 􀀢􀁅􀁾􀁾􀀠NO. 1 18.5H" lS.sa" 􀀱􀁾􀀮􀀲􀁓􀀢􀀺􀀠15.2S"
1.75" I DATA "F" 1.25" X 5.50" NOTE, TOP'" BOTTOM PLATES ARE 1.7Su THICK. SIDE wALLS ARE 􀀰􀀮􀀲􀀵􀁾􀀠THICK. 􀁾􀀠􀀮􀀢􀀠SOLTCIRCLE 18" BOLT CIRCLE >.25 r is'' CENTEll HOLE r-7 GA. DODA
SECURED WITH (2'>-0.38" X 0.63'" LONG HEX HEAD SCREWS 􀀨􀀸􀁾􀀠X HLS" X 19,5" OPEN1NG) (4}-2.8H"DIA. HOLES 24" BOLT CIRCLE 􀁜􀁾􀀸􀁾􀀠cENTER \ HOLE POLE AND SIGNAL ARM DATA i r·tll n 􀁲􀁣􀁋􀁾I
\ 24' \) I 􀁾􀁌􀀮􀁾􀁶􀁡􀁊􀀠􀁌􀁾􀀠􀁜􀁾􀁪􀀠• SPAN ! ! <FT) POLE TUBE POLE BASE TRANS. ANCHOR BOLT SIGNAL ARM TUBE SASE TOP ILENOTH GAUGE SQUARE BOLT FORMER THREAD FIXEO END FREE END GAUGE
OR CIRCLE THI<. HOLE BASE· alA. LENGTH HOOK LENGTH ORITEM GTY. OIA. DIA. , (FT) "S" "W "Z" DESIGN "K" ''In "H" OIA. DIA.NO. THICK "Y" IOU" THICK{IN} <IN) . <IN) (IN) (IN) <IN) (IN) <IN)
<IN) (IN) UN) <IN} <IN) <IN> 􀁦􀀭􀀻􀀮􀁾􀀡􀀬􀀻􀁅􀀭􀀬􀁾􀀮􀁏􀁬􀀢􀀧􀀺􀀮􀀠􀀺􀀭􀀭􀀭􀀭􀀭􀀧􀁾􀀴􀀢􀀠---l sQUARE (4)-1.&3" )( 2.63" 􀁈􀀮􀁓􀁈􀁾􀀠NUT HOLDER SLOTS FOR GRQUNOING. 48.0'13 i i 1 1
13.0'0' 8.8D 30'.0'B 3 18. ee 1"'1.00 1.50 L75 11232 1.75 84.as 6 . .0.0 B.BB 10'.50' 4.15 DET.a: ToP PLAN ELEVATION BOTTCH PLAN CONNECTING 􀁂􀁏􀁌􀁔􀁡􀁾􀀠l.SB"-WNC x b.S0" Le. DETAIL
5 I M232 TRANSFORMER BASE ! i . I I (4i-ANCHOR BOLTS WITH (2; HEX NUTS AND (2) WASHERS PER BOLT WITH THREAOED END GALVANIZED AT LEAST 􀀱􀀲􀁾􀀮􀀠DETAIL b I ANCHOR BOLT Rl.'.':VlSlON JOB
NAIEI ADDISON, TEXAS sa..D To i SUMMIT ELECTRIC SHlP TO I INTEGRATED ROAOWAY SERVICES P.o. N(t,' F3625lID 􀁾I HDSSLEY LIGHTING ASSOCIATES OA.TE: 97/29/99 I DAWN; PAR IRE)( 01/21/99 TITLE
TRAFFIC SIGNAL STRUCTURES ORDER NO.: 4T994-"1'1 SHEET 1 OF 1 :REV TX4T00499 I 
Valmont Industries, Inc.• West Highway 275. p.n Box 358 Valley, Nebraska 68064·0358 U.sA • (402) 359-2201 TOWN OF ADDISON, TEXAS ARAPAHO ROAD SUMMIT ELECTRIC P.O. NO. F36250D VALMONT
ORDER NO. 4T004-99 (BNS: 7-12-99) 
1 ANALYSIS OF \' :10NT INDUSTRIES TRAFFIC 􀁓􀁉􀁇􀁾􀀮􀀠STRUCTURE IN ACCORDANCE WITH AASHTO REQUIREMENTS (FINAL DEFLECTED POSITION) BY BNS 08/02/99 PAGE: SUBJECT: ADDISON, TEXAS -48 FT.
MAST ARM TXADDIS *********** INPUT DATA *********** WIND VELOCITY 80 MPHI ELEVATION OF FOUNDATION ABOVE SURROUNDING TERRAIN = o FEET POLE ================================ SHAPE ROUND
LENGTH = 30.00 FEET BOT O.D. l3.00 INCHES TOP O.D. = 8.80 INCHES TAPER = 0.14 INIFT WEIGHT = 845 POUNDS POLE SECTIONS ================================ BOTTOM SECTION . THICKNESS = 0.2391
INCHES LENGTH 30.00 FEET YIELD STRENGTH = 55.00 KSI OVERLAP = 0.00 FEET TOP SECTION THICKNESS = 0.0000 INCHES LENGTH = 0.00 FEET' BASE O.D. = 0.00 INCHES YIELD STRENGTH = 0.00 KSI BASE
PLATE 􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀁾􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀠WIDTH (SQUARE) = 18.00 INCHES THICKNESS 1.500 INCHES YIELD STRENGTH 36.00 KSI ANCHOR BOLTS 􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀁾􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽
􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀠QUANTITY = 4 BOLT DIAMETER = 1 .. 75 INCHES BOLT CIRCLE = 24.00 INCHES YIELD STRENGTH = 55.00 KSI . TRANSFORMER BASE CONNECTING BOLTS ================================
QUANTITY = 4 BOLT DIAMETER = 1.50 INCHES BOLT CIRCLE = 19.00 INCHES ASTM SPEC A325 BASE HEIGHT = 24.00 INCHES 
2 ANALYSIS OF V' ,ONT INDUSTRIES TRAFFIC SIGK STRUCTURE IN ACCORDANCE WITH RASHTO REQUIREMENTS (FINAL DEFLECTED POSITION) BY BNS 08/02/99 PAGE: SUBJECT: ADDISON, TEXAS -48 FT. MAST ARM
TXADDIS *********** INPUT DATA (CONTINUED) *********** SIGNAL AND SIGN ARM 1 ARM 1 SECTIONS ================================ 􀀽􀀽􀁾􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀁾􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀠SHAPE
= ROUND BASE SECTION SPAN LENGTH = 48.00 FEET THICKNESS 0.2391 INCHES BASE O.D. 10.50 INCHES LENGTH = 39.00 FEET TAPER = 0.14 IN/FT YIELD STRENGTH = 55.00 KSI ATTACH. HT. = 20.00 FEET*
ORIENTATION = 0 DEGREES OVERLAP = 1. 78 FEET** SLOPE AT BASE = 0 DEGREES CENTROID LOCATION OUTER SECTION HORIZONTAL = 20.24 FEET THICKNESS 0.1793 INCHES ABOVE ATTACH. 0.00 FEET LENGTH
= 10.78 FEET UNBENT LENGTH = 48.00 FEET BASE O.D. 5.65 INCHES YIELD STRENGTH 55.00 KSI * THIS IS HEIGHT OF ATTACHMENT .TO POLE ABOVE BOTTOM OF BASE PLATE OR TRANSFORMER BASE. SEE ***
BELOW. ** ARM ORIENTATIONS ARE ANGLES FROM +X AXIS IN X-Y PLANE. X AND Y AXES ARE PERPENDICULAR/PARALLEL TO SIDES OF POLE BASE PLATE. SEE *** BELOW. *** IF ARM IS ATTACHED WITH A CLAMP,
HEIGHT AND ORIENTATION MUST NOT BE CHANGED FROM VALUES SHOWN ABOVE WITHOUT CONSULTING VALMONT. 
ANALYSIS OF \-MONT INDUSTRIES TRAFFIC SIGl . STRUCTURE IN ACCORDANCE WITH AASHTO REQUIREMENTS (FINAL DEFLECTED POSITION) BY BNS 08/02/99 PAGE: 3 SUBJECT: ADDISON, TEXAS -48 FT. MAST
ARM TXADDIS *********** INPUT DATA (CONTINUED) *********** DESCRIPTION OF SIGNALS AND SIGNS * ============================================================================== POSITION
HEIGHT ** DISTANCE SIGNAL SIGNAL OF OF TO CENT. OR SIGN PROJECTED SIGN SIGN SIGNAL CENTROID FROM POLE WEIGHT AREA LENGTH WIDTH OR SIGN TYPE (FEET) (FEET) (LBS) (SQ. FT. ) (FEET) (FEET)
ARM 1 SIGNAL 20.00 47.00 55 13.33 0.00 0.00 ARM 1 SIGN 20.00 42.00 15 0.00 2.50 2.50 ARM 1 SIGNAL 20.00 34.00 40 8.67 0.00 0.00 ARM 1 SIGN 20.00 28.00 15 0.00 2.50 2.50 ARM 1 SIGNAL
20.00 23.00 40 8.67 0.00 0.00 ARM 1 SIGNAL 20.00 10.00 40 8.67 0.00 0.00 ARM 1 SIGN 20.00 2.00 50 0.00 8.00 2.00 POLE SIGN 16.00 0.00 10 0.00 2.00 2.00 POLE SIGNAL 13.00 0.00 80 17 .34
0.00 0.00 POLE SIGNAL 9.00 0.00 60 8.00 0.00 0.00 * THE VALUES SHOWN IN THIS TABLE MUST NOT BE EXCEEDED WITHOUT CONSULTING VALMONT. ANY SIZES OR OTHER DIMENSIONS NOT PROVIDED BY THE
SPECIFYING AGENCY HAVE BEEN ESTIMATED BY VALMONT. ** THESE HEIGHTS ARE ABOVE BOTTOM OF BASE PLATE OR TRANSFORMER BASE. 
4 ANALYSIS OF v.-IONT INDUSTRIES TRAFFIC SIGt\ STRUCTURE IN ACCORDANCE WITH RASHTO REQUIREMENTS (FINAL DEFLECTED POSITION) BY BNS 08/02/99 PAGE: SUBJECT: ADDISON, TEXAS -48 FT. MAST
ARM TXADDIS *********** INPUT DATA (CONTINUED) *********** LUMINAIRE ARM 1 (DS50) 􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀁾􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀠SPAN LENGTH = 8.00 FEET ORIENTATION
** o DEGREES MEMBER DATA BASE 0.0. = 2.38 INCHES OUTER END O.D. = 2.38 INCHES THICKNESS = 0.1540 INCHES ATTACH. HT. 31.50 FEET* RISE = 3.67 FEET SLOPE AT BASE 32.0 DEGREES CENTROID LOCATION
HORIZONTAL = 3.86 FEET VERTICAL 2.18 FEET YIELD STRENGTH = 36.00 KSI UNBENT LENGTH = 8.94 FEET LUMINAIRE *** SBAPE = ROUNDED MOUNTING HT. = 35.17 FEET* CENTROID HORIZ 9.00 FEET WEIGHT
= 55.00 POUNDS PROJECTED AREA 3.30 SQ. FT. * THESE HEIGHTS ARE ABOVE BOTTOM OF BASE PLATE OR TRANSFORMER BASE. ** ARM ORIENTATIONS ARE ANGLES FROM +X AXIS IN X-Y PLANE. X AND Y AXES
ARE PERPENDICULAR/PARALLEL TO SIDES OF POLE BASE PLATE. SEE *** BELOW. *** THE LUMINAIRE SIZES SHOWN MUST NOT BE EXCEEDED WITHOUT CONSULTING VALMONT. IF THESE SIZES WERE NOT PROVIDED
BY THE SPECIFYING AGENCY, THEY HAVE BEEN ESTIMATED BY VALMONT • 
ANALYSIS OF VWNT INDUSTRIES TRAFFIC SIm STRUCTURE IN ACCORDANCE WITH 􀁾􀁓􀁈􀁔􀁏􀀠REQUIREMENTS (FINAL DEFLECTED POSITION) BY BNS 08/02/99 PAGE: 5 SUBJECT: ADDISON, TEXAS -48 FT. MAST
ARM TXADDIS *********** RESULTS *********** ANALYSIS OF ARMS: FORCES AND MOMENTS WITH WIND ACTING PERPENDICULAR TO EACH ARM ===========================================================================
= GROUP FORCES (POUNDS) MOMENTS (FOOT-POUNDS) ARM ARM ANALYSIS LOAD ===================== ======================== TYPE NO. LOCATION NO. AXIAL FY FZ TORSION MY MZ SIGNAL 1 BASE 1 0 0
-1132 0 24161 0 SIGNAL 1 BASE 2 0 2742 -1132 0 24161 65218 SIGNAL 1 BASE 3 0 1478 -1723 0 38261 34778 SIGNAL 1 SPLICE-I 1 0 0 -195 0 1249 0 SIGNAL 1 SPLICE-I 2 0 768 -195 0 1249 5927
SIGNAL 1 SPLICE-I 3 0 384 -336 0 2333 2964 SIGNAL 1 SPLICE-O 1 0 0 -153 0 840 0 SIGNAL 1 SPLICE-O 2 0 746 -153 0 840 4593 SIGNAL 1 SPLICE-O 3 0 373 -285 0 1681 2296 LUMIN. 1 BASE 1 0
0 -89 0 628 0 . LUMIN. 1 BASE 2 0 110 -89 10 628 798 LUMIN. 1 BASE 3 0 71 -126 4 871 570 , 
6 ANALYSIS OF V i10NT INDUSTRIES TRAFFIC SIGl ,STRUCTURE IN ACCORDANCE WITH AASHTO REQUIREMENTS (FINAL DEFLECTED POSITION) BY BNS 08/02/99 PAGE: SUBJECT: ADDISON, TEXAS -48 FT. MAST
ARM TXADDIS *********** RESULTS (CONTINUED) *********** ANALYSIS OF ARMS: STRESSES WITH WIND ACTING PERPENDICULAR TO EACH ARM =========================================================================
=== ANAL. LOCATION ================ GROUP COMB. APPLIED STRESS (KSI) ALLOW. STRESS (KSI) ARM ARM LOAD STR. ===================== ===================== TYPE NO. SITE NO. RATIO AXIAL BEND.
SHEAR AXIAL BEND. SHEAR SIG 1 BASE 1 0.40 0.00 14.66 0.29 33.00 36.30 18.1S SIG 1 BASE 2 0.83 0,00 42.21 0.77 33.00 50.82 2S.41 SIG 1 BASE 3 0.62 0.00 31. 38 0.S9 33.00 SO.B2 2S.41 SIG
1 SP-I 1 0.09 0.00 3.13 0.10 33.00 36.30 18.15 SIG 1 SP-I 2 0.30 0.00 lS.18 0.42 33.00 50.82 2S.41 SIG 1 SP-I 3 0.19 0.00 9.4S 0.27 33.00 SO.82 2S.41 SIG 1 SP-O 1 0.07 0.00 2.63 0.10
33.00 36.30 18.15 SIG 1 sp-o 2 0.29 0.00 14.60 0.52 33.00 SO.82 2S.41 SIG 1 sp-o 3 0,18 0.00 8.90 0.32 33.00 SO.82 2S.41 -LUM 1 BASE 1 0.S3 0.00 12.57 0.17 21. 60 23.76 11. B8 LUM 1
BASE 2 0.61 0.00 20.33 0.36 21. 60 33.26 16.63 LUM 1 BASE 3 0.63 0.00 20.84 0.31 21. 60 33.26 16.63 
7 ANALYSIS OF VlONT INDUSTRIES TRAFFIC SIGI STRUCTURE IN ACCORDANCE WITH AASHTO REQUIREMENTS (FINAL DEFLECTED POSITION) BY BNS 08/02/99 PAGE: SUBJECT: ADDISON, TEXAS -48 FT. MAST ARM
TXADDIS *********** RESULTS (CONTINUED) *********** ANALYSIS OF POLE: FORCES, MOMENTS, AND CRITICAL WIND DIRECTIONS 􀀽􀀽􀀽􀁾􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽�
�􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀠SECTION GROUP FORCES (POUNDS) MOMENTS (FOOT-POUNDS) WIND HEIGHT* LOAD ==================== ========================
DIRECT** (FEET) NO. FX FY FZ MX MY MZ (DEGREES) 29.50 1 o a -101 o 628 o 29.50 2 58 10 -101 -51 917 81 10 29.50 3 46 o -141 o 1106 o o 18.00 1 o o -1519 o 24820 o 18.00 2 o 2982 -1519
-2503 24832 65900 90 18.00 3 o 1670 -2237 -1852 39226 35264 90 14.00 1 o o -1640 o 24839 o -14.00 2 o 3150 -1640 -14551 24858 65900 90 14.00 3 o 1777 -2404 -8646 39280 35264 90 11.00
1 o o -1808 o 24889 o 11.00 2 o 3646 -1808 -24166 24927 65900 90 11.00 3 o 2042 -2702 -14123 39441 35264 90 7.00 1 o o -1989 o 24940 o 7.00 2 o 3898, -1989 -38963 24998 65900 90 7.00
3 551 1916 -2968 -19340 45013 30320 70 0.00 1 o o -2216 o 24976 o 0.00 2 o 3971 -2216 -66611 25047 65900 90 0.00 3 706 1908 -3264 -31512 51081 28807 65 * THESE HEIGHTS ARE ABOVE THE
POLE BASE PLATE. ** THESE ARE DIRECTIONS TOWARD WHICH THE WIND IS FLOWING. THEY ARE ANGLES FROM THE +X AXIS IN THE X-Y PLANE 
8 ANALYSIS OF V: IONT INDUSTRIES TRAFFIC SIGK STRUCTURE IN ACCORDANCE WITH ARSHTO REQUIREMENTS (FINAL DEFLECTED POSITION) BY BNS 08/02/99 PAGE: SUBJECT: ADDISON, TEXAS -48 FT. MAST ARM
TXADDIS *********** RESULTS (CONTINUED) *********** ANALYSIS OF POLE: STRESSES 􀀽􀀽􀀽􀀽􀁾􀀭􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽
􀀽􀁾􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀠SECTION GROUP COMB. APPLIED STRESS (KSI) ALLOW. STRESS (KSI) EFFECHEIGHT* LOAD STR. ===================== ===================== TIVE (FEET) NO.
RATIO AXIAL BEND. SHEAR AXIAL BEND. SHEAR CA 29.S0 1 0.02 0.02 0.S4 0.00 33.00 36.30 18.15 1. 00 29.S0 2 0.02 0.02 0.79 O.OS 33.00 SO.82 25.41 1. 00 29.S0 3 0.02 0.02 0.9S 0.01 33.00
SO.82 25.41 1. 00 18.00 1 0.42 0.20 lS.12 0.00 33.00 36.30 18.15 1.00 18.00 2 0.98 0.20 lS.21 20.86 33.00 SO.82 25.41 1. 00 18.00 3 0.67 0.29 23.93 11.18 33.00 SO.82 2S.41 1. 00 14.00
1 0.38 0.20 13.61 0.00 33.00 36.30 18.1S 1.00 .14.00 2 0.87 0.20 lS.78 18.83 33.00 SO.82 2S.41 1.00 14.00 3 0.60 0.30 22.03 10.10 33.00 SO.82 25.41 1.00 11. 00 1 0.3S 0.21 12.63 0.00
33.00 36.30 18.15 1. 00 11. 00 2 0.83 0.21 17.62 17.60 33.00 SO.82 25.41 0.99 11.00 3 0.S7 0.32 21. 26 9.44 33.00 SO.82 2S.41 0.99 7.00 1 0.32 0.22 11. 48 0.00 33.00 36.30 18.1S 0.99
7.00 2 0.83 0.22 , 21. 31 16.06 33.00 SO.82 2S.41 0.99 7.00 3 0.S4 0.34 22.S6 7.43 33.00 SO.82 2S.41 0.99 0.00 1 0.28 0.23 9.80 0.00 33.00 36.30 18.1S 0.99 0.00 2 0.8S 0.23 27.93 13.77
33.00 SO.82 25.41 0.99 0.00 3 0.S3 0.34 23.SS 6.08 33.00 SO.82 25.41 0.99 * THESE HEIGHTS ARE ABOVE THE POLE BASE PLATE. 
9 ANALYSIS OF V :10NT INDUSTRIES TRAFFIC SIGI . STRUCTURE IN ACCORDANCE WITH AASHTO REQUIREMENTS (FINAL DEFLECTED POSITION) BY BNS 08/02/99 PAGE: SUBJECT: ADDISON, TEXAS -48 FT. MAST
ARM TXADDIS· *********** RESULTS (CONTINUED) *********** ANALYSIS OF ANCHOR BOLTS 􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀁾􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽�
�􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀠CRITICAL MAX. APPLIED ALLOWABLE GROUP WIND COMB. AXIAL SHEAR STRESS (KSI) STRESS (KSI) BOLT LOAD DIRECT.* STRESS FORCE FORCE =======;;;;;====
========;;;;;;;=== CONST NO. (DEG) RATIO (LBS) (LBS) AXIAL SHEAR AXIAL SHEAR UK" 1 0.18 -9384 4.94 27.50 0.60 2 285 0.64 -38325 15838 20.18 8.34 38.50 23.100.60 3 290 0.47 -31720 8040 16.70 4.23 38.50 23.10 0.60 ANALYSIS OF TRANSFORMER BASE CONNECTING BOLTS ================================================================ CRITICAL MAX. GROUP
WIND COMB. BOLT STRESSES (KSI) . LOAD DIRECT. * STRESS FORCE =================== NO. (DEGREES) RATIO (LBS) APPLIED ALLOWABLE 1 0.19 11153 6.31 33.25 -2 60 0.54 44619 25.25 46.55 3 60
0.45 36879 20.87 46.55 ANALYSIS OF BASE PLATE ============================================ COMBINED STRESS RATIO = 0.86 GROUP LOAD NUMBER = 2 CRITICAL WIND DIRECT.· 60 DEGREES MAXIMUM
BOLT FORCE = 44619 POUNDS BOLT-TO-POLE MOMENT ARM 3.00 INCHES WIDTH OF BENDING SECTION = 12.46 INCHES APPLIED BENDING STRESS 28.66 KSI ALLOWABLE BENDING STRESS = 33.26 KSI * THESE ARE
DIRECTIONS TOWARD WHICH THE WIND IS FLOWING. THEY ARE ANGLES FROM THE +X AXIS IN THE X-Y PLANE THIS PAGE PROVIDES THE PERTINENT INFORMATION CONCERNING THE ANALYSIS OF THE ARM-TO-POLE
ATTACHMENT COMPONENTS OF THE SIGNAL AND SIGN ARMS. *********** INPUT DATA *********** ARM 1 ARM 2 CONNECTON BOLT DATA ==================== NUMBER = 4 BOLT DIAMETER (IN) = 1.250 ASTM
SPECIFICATION = A325 HORIZONTAL SPACING (IN) 15.25 VERTICAL SPACING (IN) 15.25 ATTACHMENT PLATE DATA 
􀀽􀀽􀀽􀀽􀀽􀁾􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀠HORIZONTAL WIDTH (IN) 18.50 VERTICAL WIDTH (IN) = 18.50 THICKNESS (IN) = 1.750 YIELD STRENGTH (KSI) = 36 *********** RESULTS *********** ANALYSIS
OF SIGNAL/SIGN ARM SIMPLEX BOLTS ==================================================== MAX. GROUP STRESS (KSI) BOLT LOAD TENSION =================== ARM CSR NO. (LB) APPLIED ALLOWABLE
=== === ===== ======= ======= ===::::===== 1 0.62 2 35166 28.66 46.55 ANALYSIS OF SIGNAL/SIGN ARM SIMPLEX PLATES ========================================================================
MAX. GROUP BEND. STRESS (KSI) SLOPE OF LENGTH OF PLATE LOAD =================== BEND LINE BEND LINE ARM CSR NO. APPLIED ALLOWABLE DEGREES (IN) === ===== ===== ======= ========= ============
========= 1 0.73 2 24.34 33.26 45 15.66 
ANALYSIS OF V. IONT INDUSTRIES TRAFFIC SIG])' STRUCTURE IN ACCORDANCE WITH AASHTO REQUIREMENTS (FINAL DEFLECTED POSITION) BY BNS 08/02/99 PAGE: 10 SUBJECT: ADDISON, TEXAS -48 FT. MAST
ARM TXADDIS RESULTS SUMMARY MAXIMUM COMBINED STRESS RATIO IN EACH MAJOR COMPONENT MAXIMUM REACTIONS APPLIED TO FOUNDATION ================================ ========================================
POLE (AT 18.00 FT) 0.98 BENDING MOMENT = 78648 FOOT-POUNDS SIGNAL AND SIGN ARM 1 = 0.83 TORSION 65900 FOOT-POUNDS LUMINAIRE ARM 1 = 0.63 SHEAR FORCE = 3971 POUNDS BASE PLATE 0.86 AXIAL
FORCE 3264 POUNDS ANCHOR BOLTS = 0.64 T-BASE CONNECTING BOLTS 0.54 MAXIMUM BENDING + AXIAL DEAD WT. STRESS SIS ARM 1 ATTACH. BOLTS = 0.62 ================ (KSI) ================ SiS
ARM 1 ATTACH. PLATE 0.73 POLE 15.32 SIGN/SIGNAL ARM 1= 14.66 LUMINAIRE ARM 1= 12.57 RESULTANT DEFLECTION OF POLE TOP CAUSED BY DEAD WEIGHT ================================ 1. 21 DEGREES

􀁾􀀠􀁾􀀠"K"--Ir1 􀀬􀁾􀀧􀀯􀀠I ENO SECTION 􀁗􀁉􀁔􀁾􀁏􀁾􀀠8ASE SECTION WITH FIELD HOLE FOR lLb3" BOLT. DRILLED HOLE FOR NOTE:: DETAIL 1 a.ss" I 111.63" BOLT. 31CAI1E:RA, CAf1E:RA 110UNTING
HARDWARE: I C' P -..l rtAND ACCE:SSORIE:S PROVlDE:D BY.DIERS. 'C" HOOK FOR WIRING AND RY 4.75" (4)-ANCHOR BOLTS WITH 􀁾B.b3R THRU SOLl (2) HEX NUTS AND (2) WASHERS ! FIELD ASSEMBLED
TO ACHIEVE PER BOLT WITH THREADED "J" 􀁈􀁁􀁎􀁏􀁌􀁉􀁎􀁑􀀭􀁩􀁌􀀵􂂬􀀱􀁾􀀠orA. CDtflER-A SNUG TIGHT JOINT (MIN. OVERLAP NOT LESS END GALVANIZED AT LEAST 12".CIAL GRADE HOT ROLLED BAR THAN
1.5 TIMES THE 1.0. OF THE END SECTION) 􀁾􀁬􀀮􀀢􀀢􀀠I SPAN 19.78' I 􀁾􀀠=-MIN I 4a'-B" I 39 .•• · I ""3 I --h" -DETAIL 1 I POLE TOP DETAIL 3 I SIGNAL ARM SLIP JOINT DETAIL b I ANCHOR
BOLT SEE POLE ANO SIaNAL ARM . DATA . 􀁾􀁒􀁅􀁈􀁏􀁖􀁁􀁂􀁌􀁅􀀠CAP 􀁄􀁅􀁔􀁁􀁉􀁌􀀽􀁾􀀠0.50" NVT HOLDER 7WITH THRU BOLT WITH FASTENERS􀁾f (4)-SIZE "F" HEX HEAD BOLTS FOR GROUNDINGL .. ,WITH
HEX NUTS & WASHERS. ltC;NUT COVER \ DETAIL 3 !til I . 11""'ito'LL ntI:. l ...... L \ (4) HEX HEAD BOLTS BOLTS SEE POLE AND SIGNAL ARM DATA • WITH HEX NUTS, FLAT .2'V,TYP, WASHERS' LOCK
WASHERS. r 􀁾􀀠SEE TRANSFORMER BASE18'-0DETAIL FOR CONNECTINGr--"B""E"1,,".25." "M" BOLT SIZE. FINISH, I--"C" -TRANSrORMER 􀁾A THICK TlJl!EFINISH COAT. TGIC OR URETHANE POLYESTER POWDER
L -: .//GtlSSETS BASE 􀁾􀀢􀀠-VA!.!. -.COLOR. BLACK .1.. .[ 'J􀁀􀁾􀀠. S.x.31V, \j; I"ln VALHONT SPEC. F2b4A 􀁾􀀠vV lli'l:V11 􀁾􀁾􀁾􀀠􀀢􀁙􀀢􀁾􀀠􀁾􀀱􀁊! o [1 J I 􀁾.2ilT'TYP" POLE BASE
l§" ALlDETAIL 5 􀁾􀀠l-J DlA.+ 0.96" ! \'--DETAIL 4 "E' 􀁾􀀠DETAIL 6 􀁾1r-i 􀁾􀁚􀀢􀀠II DETAIL 2 I.. .l SIGNAL ARM ATTACHMENT DETAIL 4 I POLE BASE .. MATERIAL DATA SIGNAL ARM ATTACHMENT
DATA NOTE; TOP & BOTTOM PLATES 7 GA. DOOR SECUREO WITH...... ARE 􀀱􀀮􀀷􀀵􀁾􀀠THICK. SlOE MIN. MIN. • 􀀧􀁁􀀢􀁾􀀠1 "E" WALLS ARE B.25" THICK. ["_.... , ..􀁾􀀠􀁾􀀮􀀬COMPONENT A8TH 'fIELD
COMPONENT ASTM YIELD ITEM "0" "F" HEAD SCREwS (8' X 13.5# X DESIGNATION {KSn DESIGNATION (K81) NO. 19.5" OPENING} 1 18.51J" .. 1S.25" 1.75" 􀀱􀀮􀀲􀁓􀁾􀀠X 5.59" 20''' SOLTPOLE SHAFT A515
GR. A 55 POLE SASE A3. CIRcLE 24" BOLT ARM SHAFT AS"!;;,) GR. A 55 ARM ATTACH1ENT A3. 18" BOLT CIRCLE ANCHOR BoLTs Fl554 GR.S5 55 ARM CONNECTING BOLTS AJ215 CIRCLE .. ,fa" CENTER. v
(4)-2.9IJ" HOGALVANIZING-HARDWARE A1S3 T-BASE CONNECTING SOlTS A.:s2i5 *' HI" CENTER I lOlA. HOLES LE HOLE : rop n 1)0; 􀁾􀀧􀁜. 1 :C􀁾􀀠* EXCEPT LUBRICATE IN THE FIELD IF NEC€SSARY I
I I \ ro24' --_-.,",'\\ 􀁾􀁊􀀠_-􀁾􀁳OF. 􀁲􀀯􀁦􀁾􀁜􀁜, 􀁾􀀠...*. \POLE AND SIGNAL ARM DATA 􀁾L .-.J ;''0 ...... <1'1 1"'* "APOLE TUBE POLE BASE ANCHOR BOLT SIGNAL ARM TUBE -10"-_ ,\ 􀁾􀀠t*,
. 􀁾􀀧􀀠t TRANSSQUARE .31 v -24"􀁾􀁁􀀧􀁩􀁩􀁈􀁏􀁎􀁖jbSEAA􀁾􀁩􀁪􀁬􀀧􀁾􀀧􀁾BASE TOP GAUGE T FOf1I1ER o'iA. THREAD FIXED END FREE END GAUllE SQUARE 􀁾􀂷􀂷􀂷􀀺􀂷􀂷􀂷􀂷􀀢􀂷􀂷􀂷􀀧􀁾􀂷􀂷􀂷􀂷􀂷􀀮􀀢􀁾􀁾􀁾􀁬LEN
GTH OR LE THK. HOLE BASE LENGTH HOOK LENGn; OR SPANITEM . GTY. DIA. DIA. (FT) THICK "y' "W "z.. DEsIGN "K" "J" "W "U" DIA. 􀁄􀁉􀁁􀁾􀀠THICK 1FT) <4>-1.63" x 2.'3B.59·· Nlff HOLDER 􀁾􀁾􀁜􀀠82360
􀀧􀀺􀁾􀁬NO. (ItO <IN) <IN) <IN) (IN) (IN) <IN) 􀀨􀁉􀁾􀁮􀀠<IN) <IN) <IN) <IN) (IN) (IN) SLOTS FOR FOR GROUNDING. " 0 􀀢􀀮􀁾􀀠Q 􀀢􀁾􀁩􀀧􀀠1 1 13.00 a.ao 3B.!fa 3 16.£1£1 ;".0.8 1.S9 1.75
M232 1.75 84.B" b.aa 6.,00 le.GB 4.15 DET.3 46.00 TOP PLAN ELEVATION BOTTON PLAN 􀀱􀀬􀁾􀁾􀁴􀁑􀁉􀁓􀁔􀂣􀀮􀁾􀀧􀁦􀀮􀁾􀀢􀀧􀀻􀀠,CONNECTING BOLTS: l.5H"_bLtfC X E..BBn LG. \ 'S •••••• 􀁾􀀠""'J\\
'IONAI.. e: ./DETAIL 5 I M232 TRANSFORMER BASE """.......---11z.. n 1 􀁾±=t H : .JOB""" I ADDISON, TEXAS 􀁭􀁾􀀠SOLO TO ISUMMIT ELECTRIC SHIP TO VAU«lifT IM':lU$TRIES, 􀁬􀁾. vALLEY.h'EBAASIQ.
60064 P.O. NO (402J 359--2201 i AGENT L ORDER NO.: 􀁾􀀠IlJR"tIN: PAR I"'" 07mlgg SHEET 1 OF 1 IREV 􀀧􀁾􀁁􀁲􀁆􀁉􀁃􀀠SIGNAL STRUCTURES TX4TI1W499 
Valmont Industries! Inc, • West Highway 275. P.O. Box 358 valley, Nebraska 68064-0358 U,S,A, • (402) 359-2201 TOWN OF ADDISON, TEXAS ARAPAHO ROAD SUMMIT ELECTRIC P.O. NO. F36250D VALMONT
ORDER NO. 4T004-99 (BNS: 7-12-99), 
1 ANALYSIS OF \ 'lONT INDUSTRIES TRAFFIC SIG! STRUCTURE IN ACCORDANCE WITHAASHTO REQUIREMENTS (FINAL DEFLECTED POSITION) BY BNS 08/02/99 PAGE: SUBJECT: ADDISON, TEXAS -48 FT. MAST ARM
TXADDIS *********** INPUT DATA *********** WIND VELOCITY = 80 MPHI ELEVATION OF FOUNDATION ABOVE SURROUNDING TERRAIN = o FEET POLE ================================ SHAPE ROUND LENGTH
30.00 FEET BOT O.D. 13.00 INCHES TOP O.D. = 8.80 INCHES TAPER = 0.14 IN/FT WEIGHT = 845 POUNDS POLE SECTIONS ================================ BOTTOM SECTION -THICKNESS = 0.2391 INCHES
LENGTH = 30.00 FEET YIELD STRENGTH 55.00 KSI OVERLAP = 0.00 FEET TOP SECTION THICKNESS 0.0000 INCHES LENGTH = 0.00 FEET' BASE 􀁏􀀮􀁄􀁾􀀠= 0.00 INCHES YIELD STRENGTH 0.00 KSI BASE PLATE
================================ WIDTH (SQUARE) = 18.00 INCHES THICKNESS 1.500 INCHES YIELD STRENGTH = 36.00 KSI ANCHOR BOLTS ================================ QUANTITY = 4 BOLT DIAMETER
= 1.75 INCHES BOLT CIRCLE = 24.00 INCHES YIELD STRENGTH = 55.00 KSI TRANSFORMER BASE CONNECTING BOLTS ================================ QUANTITY = 4 BOLT DIAMETER 1. 50 INCHES BOLT CIRCLE
= 19.00 INCHES ASTM SPEC = A325 BASE HEIGHT 24.00 INCHES 
2 · ANALYSIS OF V 10NT INDUSTRIES TRAFFIC 􀁓􀁉􀁇􀁾􀀠STRUCTURE IN ACCORDANCE WITH 􀁾􀁓􀁈􀁔􀁏􀀠REQUIREMENTS (FINAL DEFLECTED POSITION) BY BNS 08/02/99 PAGE: SUBJECT: ADDISON, TEXAS -48
FT. MAST ARM TXADDIS *********** INPUT DATA (CONTINUED) *********** SIGNAL AND SIGN ARM 1 ARM 1 SECTIONS ================================ ================================ SHAPE SPAN
LENGTH BASE O.D. = TAPER = ATTACH. HT. * = ORIENTATION ** SLOPE AT BASE = CENTROID LOCATION HORIZONTAL = ABOVE ATTACH. = UNBENT LENGTH = ROUND 48.00 10.50 0.14 20.00 0 0 20.24 0.00 48.00
FEET INCHES IN/FT FEET DEGREES DEGREES FEET FEET FEET BASE SECTION THICKNESS LENGTH YIELD STRENGTH OVERLAP OUTER SECTION THICKNESS LENGTH BASE O.D. YIELD STRENGTH = = = = 0.2391 39.00
55.00 1. 78 0.1793 10.78 5.65 55.00 INCHES FEET KSI FEET INCHES FEET INCHES KSI * THIS IS HEIGHT OF ATTACHMENT .TO POLE ABOVE BOTTOM OF BASE PLATE OR TRANSFORMER BASE. SEE *** BELOW.
** ARM ORIENTATIONS ARE ANGLES FROM +X AXIS IN X-Y PLANE. X AND Y AXES ARE PERPENDICULAR/PARALLEL TO SIDES OF POLE BASE PLATE. SEE *** BELOW. *** IF ARM IS ATTACHED WITH A CLAMP, HEIGHT
AND ORIENTATION MUST NOT BE CHANGED FROM VALUES SHOWN ABOVE WITHOUT CONSULTING VALMONT. 
ANALYSIS OF \ ,MONT INDUSTRIES TRAFFIC SIG! STRUCTURE IN ACCORDANCE WITH AASHTO REQUIREMENTS (FINAL DEFLECTED POSITION) BY BNS 08/02/99 SUBJECT: ADDISON, TEXAS -48 FT. MAST ARM TXADDIS
*********** INPUT DATA (CONTINUED) *********** DESCRIPTION OF SIGNALS AND SIGNS * POSITION HEIGHT ** DISTANCE SIGNAL SIGNAL OF OF TO CENT. OR SIGN PROJECTED SIGNAL CENTROID FROM POLE
WEIGHT AREA OR SIGN TYPE (FEET) (FEET) (LBS) (SQ. FT. ) ARM 1 SIGNAL 20.00 47.00 55 13.33 ARM 1 SIGN 20.00 42.00 15 0.00 ARM 1 SIGNAL 20.00 34.00 40 8.67 ARM 1 SIGN 20.00 28.00 15 0.00
ARM 1 SIGNAL 20.00 23.00 40 8.67 ARM 1 SIGNAL 20.00 10.00 40 8.67 ARM 1 SIGN 20.00 2.00 50 0.00 POLE SIGN 16.00 0.00 10 0.00 POLE SIGNAL 13.00 0.00 80 17.34 POLE SIGNAL 9.00 0.00 60
8.00 * THE VALUES SHOWN IN THIS TABLE MUST NOT BE EXCEEDED WITHOUT CONSULTING VALMONT. ANY SIZES OR OTHER DIMENSIONS NOT .PROVIDED BY THE SPECIFYING AGENCY HAVE BEEN ESTIMATED BY VALMONT.
** THESE HEIGHTS ARE ABOVE BOTTOM OF BASE PLATE OR TRANSFORMER BASE. PAGE: 3 SIGN SIGN LENGTH WIDTH WIDTH (FEET) (FEET) 0.00 0.00 2.50 2.50 0.00 0.00 2.50 2.50 0.00 0.00 0.00 0.00 8.00
2.00 2.00 2.00 0.00 0.00 0.00 0.00 . 
4 ANALYSIS OF V :1ONT INDUSTRIES TRAFFIC SIm STRUCTURE IN ACCORDANCE WITH AASHTO REQUIREMENTS (FINAL DEFLECTED POSITION) BY BNS 08/02/99 PAGE: SUBJECT: ADDISON, TEXAS -48 FT. MAST ARM
TXADDIS *********** INPUT DATA (CONTINUED) *********** LUMINAIRE ARM 1 (DS50) ================================== SPAN LENGTH 8.00 FEET ORIENTATION ** o DEGREES MEMBER DATA BASE O.D.
2.38 INCHES OUTER END O.D. = 2.38 INCHES THICKNESS = 0.1540 INCHES 􀁾ATTACH. HT. * 31.50 FEET RISE 3.67 FEET􀁾􀀠SLOPE AT BASE 32.0 DEGREES CENTROID LOCATION HORIZONTAL = 3.86 FEET VERTICAL
= 2.18 FEET YIELD STRENGTH 36.00 KSI UNBENT LENGTH = 8.94 FEET LUMINAIRE *** SHAPE = ROUNDED MOUNTING HT. 35.17 FEET* CENTROID HORIZ = 9.00 FEET WEIGHT = 55.00 POUNDS PROJECTED AREA
= 3.30 SQ. FT. * THESE HEIGHTS ARE ABOVE BOTTOM OF BASE PLATE OR TRANSFORMER BASE. ** ARM ORIENTATIONS ARE ANGLES FROM +X AXIS IN X-Y .PLANE. X AND Y AXES ARE PERPENDICULAR/PARALLEL
TO SIDES OF POLE BASE PLATE. SEE *** BELOW. *** THE LUMINAIRE SIZES SHOWN MUST NOT BE EXCEEDED WITHOUT CONSULTING VALMONT. IF THESE SIZES WERE NOT PROVIDED BY THE SPECIFYING AGENCY,
THEY HAVE BEEN ESTIMATED BY VALMONT . 
ANALYSIS OF V: IONT INDUSTRIES TRAFFIC SIGN. STRUCTURE IN ACCORDANCE WITH BASHTO REQUIREMENTS (FINAL DEFLECTED POSITION) BY BNS 08/02/99 PAGE: 5 SUBJECT: ADDISON, TEXAS -48 FT. MAST
ARM TXADDIS *********** RESULTS *********** ANALYSIS OF ARMS: FORCES AND MOMENTS WITH WIND ACTING PERPENDICULAR TO EACH ARM 􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀁾􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽�
�􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀠GROUP FORCES (POUNDS) MOMENTS (FOOT-POUNDS) ARM ARM ANALYSIS LOAD ===================== ========================
TYPE NO. LOCATION NO. AXIAL FY FZ TORSION MY MZ SIGNAL 1 BASE 1 0 0 -1132 0 24161 0 SIGNAL 1 BASE 2 0 2742 -1132 0 24161 65218 SIGNAL 1 BASE 3 0 1478 -1723 0 38261 34778 SIGNAL 1 SPLICE-I
1 0 0 -195 0 1249 0 SIGNAL 1 SPLICE-I 2 0 768 -195 0 1249 5927 SIGNAL 1 SPLICE-I 3 0 384 -336 0 2333 2964 SIGNAL 1 SPLICE-O 1 0 0 -153 0 840 0 SIGNAL 1 SPLICE-O 2 0 746 -153 0 840 4593
SIGNAL 1 SPLICE-O 3 0 373 -285 0 1681 2296 LUMIN. 1 BASE 1 0 0 -89 0 628 0 '. LUMIN. 1 BASE 2 0 110 -89 10 628 798 LUMIN. 1 BASE 3 0 71 -126 4 871 570 
ANALYSIS OF V IONT INDUSTRIES TRAFFIC SIGN STRUCTURE IN ACCORDANCE WITH AASHTO REQUIREMENTS (FINAL DEFLECTED POSITION) BY BNS 08/02/99 PAGE: 6 SUBJECT: ADDISON, TEXAS -48 FT. MAST ARM
TXADDIS *********** RESULTS (CONTINUED) *********** ANALYSIS OF ARMS: STRESSES WITH WIND ACTING PERPENDICULAR TO EACH ARM 􀀽􀀽􀀽􀀽􀀽􀀻􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀁾􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽�
�􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀠ANAL. LOCATI ON ================ GROUP COMB. APPLIED STRESS (KSI) ALLOW. STRESS (KSI) ARM ARM LOAD STR. ==================
=== ===================== TYPE NO. SITE NO. RATIO AXIAL BEND. SHEAR AXIAL BEND. SHEAR SIG 1 BASE 1 0.40 0.00 14.66 0.29 33.00 36.30 18.1S SIG 1 BASE 2 0.83 0.00 42.21 0.77 33.00 SO.82
2S.41 SIG 1 BASE 3 0.62 0.00 31.38 0.S9 33.00 SO.82 2S.41 SIG 1 SP-I 1 0.09 0.00 3.13 0.10 33.00 36.30 18.1S SIG 1 SP-I 2 0.30 0.00 15.18 0.42 33.00 SO.82 2S.41 SIG 1 SP-I 3 0.19 0.00
9.45 0.27 33.00 SO.82 2S.41 SIG 1 sp-o 1 0.07 0.00 2.63 0.10 33.00 36.30 36.30 18.1S SIG 1 sp-o 2 0.29 0.00 14.60 0.S2 33.00 SO.B2 2S.41 SIG 1 sp-o 3 0.18 0.00 8.90 0.32 33.00 SO.82
2S.41 '. LUM 1 BASE 1 0.53 0.00 12.S7 0.17 21. 60 23.76 11. 88 LUM 1 BASE 2 0.61 0.00 20.33 0.36 21.60 33.26 16.63 LUM 1 BASE 3 0.63 0.00 20.84 0.31 21.60 33.26 16.63 
7 ANALYSIS OF V dONT INDUSTRIES TRAFFIC SIGN STRUCTURE IN ACCORDANCE WITH AASHTO REQUIREMENTS (FINAL DEFLECTED POSITION) BY BNS 08/02/99 PAGE: SUBJECT: ADDISON, TEXAS -48 FT. MAST ARM
TXADDIS *********** RESULTS (CONTINUED) *********** ANALYSIS OF POLE: FORCES, MOMENTS, AND CRITICAL WIND DIRECTIONS ==============================================================================
SECTION GROUP FORCES (POUNDS) MOMENTS (FOOT-POUNDS) WIND HEIGHT* LOAD ==================== ======================== DIRECT** (FEET) NO. FX FY FZ MX MY MZ (DEGREES) 29.50 1 o o -101 o
628 o 29.50 2 58 10 -101 -51 917 B1 10 29.50 3 46 o -141 o 1106 o o 18.00 1 o o -1519 o 24820 o 18.00 2 o 2982 -1519 -2503 24832 65900 90 18.00 3 o 1670 -2237 -1852 39226 35264 90 14.00
1 o o -1640 o 24839 o ·14.00 2 o 3150 -1640 -14551 24858 65900 90 14.00 3 o 1777 -2404 -8646 39280 35264 90 11. 00 1 o o -1808 o 24889 o 11.00 2 o 3646 -1808 -24166 24927 65900 90 '.
11.00 3 o 2042 -2702 -14123 39441 35264 90 7.00 1 o o -1989 o 24940 o 7.00 2 o 3898-1989 -38963 24998 65900 90 7.00 3 551 1916 -2968 -19340 45013 30320 70 0.00 1 o o -2216 o 24976 o
0.00 2 o 3971 -2216 -66611 25047 65900 90 0.00 3 706 190B -3264 -31512 51081 28807 65 * THESE HEIGHTS ARE ABOVE THE POLE BASE PLATE. ** THESE ARE DIRECTIONS TOWARD WHICH THE WIND IS
FLOWING. THEY ARE ANGLES FROM THE +X AXIS IN THE X-Y PLANE 
8 ANALYSIS OF V. )ONT INDUSTRIES TRAFFIC SIGN. STRUCTURE IN ACCORDANCE WITH AASHTO REQUIREMENTS (FINAL DEFLECTED POSITION) BY BNS 08/02/99 PAGE: SUBJECT: ADDISON, TEXAS -48 FT. MAST
ARM TXADDIS *********** RESULTS (CONTINUED) *********** ANALYSIS OF POLE: STRESSES ============================================================================== SECTION GROUP COMB.
APPLIED STRESS (KSI) ALLOW. STRESS (KSI) EFFECHEIGHT* LOAD STR. ===================== ===================== TIVE (FEET) NO. RATIO AXIAL BEND. SHEAR AXIAL BEND. SHEAR CA 29.50 1 0.02
0.02 0.54 0.00 33.00 36.30 18.15 1. 00 29.50 2 0.02 0.02 0.79 0.05 33.00 50.82 25.41 1. 00 29.50 3 0.02 0.02 0.95 0.01 33.00 50.82 25.41 1. 00 18.00 1 0.42 0.20 15.12 0.00 33.00 36.30
18.15 1.00 18.00 2 0.98 0.20 15.21 20.86 33.00 50.82 25.41 1.00 18.00 3 0.67 0.29 23.93 11.18 33.00 50.82 25.41 1.00 14.00 1 0.38 0.20 13.61 0.00 33.00 36.30 18.15 1.00 ·14.00 2 0.87
0.20 15.78 18.83 33.00 50.82 25.41 1. 00 14.00 3 0.60 0.30 22.03 10.10 33.00 50.82 25.41 1. 00 11.00 1 0.35 0.21 12.63 0.00 33.00 36.30 18.15 1.00 11.00 2 0.83 0.21 17.62 17.60 33.00
50.82 25.41 0.99 11. 00 3 0.57 0.32 21.26 9.44 33.00 50.82 25.41 0.99 7.00 1 0.32 0.22 11.48 0.00 33.00 36.30 18.15 0.99 7.00 2 0.83 0.22 21.31 16.06 33.00 50.82 25.41 0.99 7.00 3 0.54
0.34 22.56 7.43 33.00 50.82 25.41 0.99 0.00 1 0.28 0.23 9.80 0.00 33.00 36.30 18.15 0.99 0.00 2 0.85 0.23 27.93 13.77 33.00 50.82 25.41 0.99 0.00 3 0.53 0.34 23.55 6.08 33.00 50.82 25.41
0.99 * THESE HEIGHTS ARE ABOVE THE POLE BASE PLATE. 
9 ANALYSIS OF v, ;ONT INDUSTRIES TRAFFIC SIGN. STRUCTURE IN ACCORDANCE WITH AASHTO REQUIREMENTS (FINAL DEFLECTED POSITION) BY BNS 08/02199 PAGE: SUBJECT: ADDISON, TEXAS -48 FT. MAST
ARM TXADDIS *********** RESULTS (CONTINUED) *********** ANALYSIS OF ANCHOR BOLTS ============================================================================== CRITICAL MAX. APPLIED
ALLOWABLE GROUP WIND COMB. AXIAL SHEAR STRESS (KSI) STRESS (KSI) BOLT LOAD DIRECT. " STRESS FORCE FORCE ============ ============ CONST NO. (DEG) RATIO (LBS) (LBS) AXIAL SHEAR AXIAL
SHEAR uK" 1 0.18 -9384 4.94 27.50 0.60 2 285 0.64 -38325 15838 20.18 8.34 38.50 23.10 0.60 3 290 0.47 -31720 8040 16.70 4.23 38.50 23.10 0.60 ANALYSIS OF TRANSFORMER BASE CONNECTING
BOLTS ================================================================ CRITICAL MAX. GROUP lUND COMB. BOLT STRESSES (KSI) LOAD DIRECT. " STRESS FORCE =================== NO. (DEGREES)
RATIO (LBS) APPLIED ALLOWABLE 1 0.19 11153 6.31 33.25 . 2 60 0.54 44619 25.25 46.55 3 60 0.45 36879 20.87 46.55 ANALYSIS OF BASE PLATE ============================================ COMBINED
STRESS RATIO 0.86 GROUP LOAD NUMBER = 2 CRITICAL WIND DIRECT." 60 DEGREES MAXIMUM BOLT FORCE 44619 POUNDS BOLT-TO-POLE MOMENT ARM 3.00 INCHES WIDTH OF BENDING SECTION = 12.46 INCHES
APPLIED BENDING STRESS 28.66 KSI ALLOWABLE BENDING STRESS 33.26 KSI " THESE ARE DIRECTIONS TOWARD WHICH THE WIND IS FLOWING. THEY ARE ANGLES FROM THE +X AXIS IN THE X-Y PLANE THIS PAGE
PROVIDES THE PERTINENT INFORMATION CONCERNING THE ANALYSIS OF THE ARM-TO-POLE ATTACHMENT COMPONENTS OF THE SIGNAL AND SIGN ARMS. *********** INPUT DATA *********** ARM 1 ARM 2 CONNECTON
BOLT DATA ==================== NUMBER = 4 BOLT DIAMETER (IN) = 1. 250 ASTM SPECIFICATION A325 HORIZONTAL SPACING (IN) = 15.25 VERTICAL SPACING (IN) = 15.25 ATTACHMENT PLATE DATA 
===================== HORIZONTAL WIDTH (IN) = 18.50 VERTICAL WIDTH (IN) = 18.50 THICKNESS (IN) = 1. 750 YIELD STRENGTH (KSI) = 36 *********** RESULTS *********** ANALYSIS OF SIGNAL/SIGN
ARM SIMPLEX BOLTS 􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀁾􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀠MAX. GROUP STRESS (KSI) BOLT LOAD TENSION ===================
ARM CSR NO. (LB) APPLIED ALLOWABLE === ===== ======= ======= ========= 1 0.62 2 35166 28.66 46.55 ANALYSIS OF SIGNAL/SIGN ARM SIMPLEX PLATES 􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀁾􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽
􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀁾􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀠MAX. GROUP BEND. STRESS (KSI) SLOPE OF LENGTH. OF PLATE LOAD =================== BEND LINE BEND
LINE ARM CSR NO. APPLIED ALLOWABLE DEGREES ( IN) === ===== ===== ======= ========= ============ ========= 1 0.73 2 24.34 33.26 45 15.66 
ANALYSIS OF \i .10NT INDUSTRIES TRAFFIC SIGI STRUCTURE IN ACCORDANCE WITH AASHTO REQUIREMENTS (FINAL DEFLECTED POSITION) BY BNS 08/02/99 PAGE: 10 SUBJECT: ADDISON, TEXAS -48 FT. MAST
ARM TXADDIS RESULTS SUMMARY MAXIMUM COMBINED STRESS RATIO IN EACH MAJOR COMPONENT MAXIMUM REACTIONS APPLIED TO FOUNDATION ======================================== POLE (AT 18.00 FT)
= 0.98 BENDING MOMENT = 78648 FOOT-POUNDS SIGNAL AND SIGN ARM 1 = 0.83 TORSION = 65900 FOOT-POUNDS LUMINAIRE ARM 1 = 0.63 SHEAR FORCE = 3971 POUNDS BASE PLATE = 0.86 AXIAL FORCE = 3264
POUNDS ANCHOR BOLTS = 0.64 T-BASE CONNECTING BOLTS = 0.54 MAXIMUM BENDING + AXIAL DEAD WT. STRESS SIS ARM sis ARM 1 1 ATTACH. ATTACH. BOLTS PLATE 0.62 0.73 ================ POLE (KSI)
================ 15.32 SIGN/SIGNAL ARM 1= 14.66 LUMINAIRE ARM 1= 12.57 RESULTANT DEFLECTION OF POLE TOP CAUSED BY DEAD WEIGHT ================================ 1. 21 DEGREES , 
Valmont rndustries, Inc .• West Highway 275 • P.O. Box 358 Valley, Nebraska 8flOS4-0358 U.SA • (402) 359·2201 TOWN OF ADDISON, TEXAS ARAPAHO ROAD SUMMIT ELECTRIC P.O. NO. F36250D VALMONT
ORDER NO. 4TO04-99 (BNS: 7-12-99) 
1 ANALYSIS OF \ !10NT INDUSTRIES TRAFFIC SIGI ,STRUCTURE IN ACCORDANCE WITH AASHTO REQUIREMENTS (FINAL DEFLECTED POSITION) BY BNS 08/02/99 PAGE: SUBJECT: ADDISON, TEXAS 48 FT. MAST ARM
TXADDIS *********** WIND VELOCITY 80 MPHI ELEVATION OF FOUNDATION ABOVE SURROUNDING TERRAIN o FEET POLE 􀀽􀀽􀀽􀀽􀀽􀀽􀁾􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀠SHAPE ROUND
LENGTH 30.00 FEET BOT O.D. = 13.00 INCHES TOP O.D. 8.80 INCHES TAPER 0.14 IN/FT WEIGHT 845 POUNDS POLE SECTIONS ================================ BOTTOM SECTION " THICKNESS 0.2391 INCHES
LENGTH = 30.00 FEET YIELD STRENGTH = 55.00 KSI OVERLAP = 0.00 FEET TOP SECTION THICKNESS = 0.0000 INCHES LENGTH 0.00 FEET, BASE 0.0. = 0.00 INCHES YIELD STRENGTH = 0.00 KSI BASE PLATE
WIDTH (SQUARE) 18.00 INCHES THICKNESS = 1.500 INCHES YIELD STRENGTH = 36.00 KSI ANCHOR BOLTS ================================ QUANTITY = 4 BOLT DIAMETER = 1. 75 INCHES BOLT CIRCLE =
24.00 INCHES YIELD STRENGTH = 55.00 KSI TRANSFORMER BASE CONNECTING BOLTS ================================ QUANTITY 4 BOLT DIAMETER = 1.50 INCHES BOLT CIRCLE = 19.00 INCHES ASTM SPEC
= A325 BASE HEIGHT = 24.00 INCHES 
ANALYSIS OF V 􀁾􀁏􀁎􀁔􀀠INDUSTRIES TRAFFIC 􀁓􀁉􀁇􀁾􀀠STRUCTURE IN ACCORDANCE WITH AASHTO REQUIREMENTS (FINAL DEFLECTED POSITION) BY BNS 08/02/99 PAGE: 2 SUBJECT: ADDISON, TEXAS -46 FT.
MAST ARM TXADDIS *********** INPUT DATA (CONTINUED) *********** SIGNAL AND SIGN ARM 1 ARM 1 SECTIONS 􀀽􀀽􀀽􀀽􀁾􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀁾􀁾􀁾􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀠================================
SHAPE = ROUND BASE SECTION SPAN LENGTH 48.00 FEET THICKNESS = 0.2391 INCHES BASE O.D. = 10.50 INCHES LENGTH = 39.00 FEET TAPER 0.14 IN/FT YIELD STRENGTH = 55.00 KSI IATTACH. HT. = 20.00
FEET* ORIENTATION = 0 DEGREES OVERLAP = 1. 78 FEET** SLOPE AT BASE = 0 DEGREES CENTROID LOCATION OUTER SECTION HORIZONTAL = 20.24 FEET THICKNESS = 0.1793 INCHES ABOVE ATTACH. = 0.00
FEET LENGTH = 10.78 FEET UNBENT LENGTH 48.00 FEET BASE O. D. = 5.65 INCHES YIELD STRENGTH = 55.00 KSI * THIS IS HEIGHT OF ATTACHMENT TO POLE ABOVE BOTTOM OF BASE PLATE OR TRANSFORMER
BASE. SEE *** BELOW. ** ARM ORIENTATIONS ARE ANGLES FROM +X AXIS IN X-Y PLANE. X AND Y Y AXES ARE PERPENDICULAR/PARALLEL TO SIDES OF POLE BASE PLATE. SEE *** BELOW. *** IF ARM IS ATTACHED
WITH A CLAMP, HEIGHT AND ORIENTATION MUST NOT BE CHANGED FROM VALUES SHOWN ABOVE WITHOUT CONSULTING VALMONT. 
ANALYSIS OF V. [oNT INDUSTRIES TRAFFIC SIGN. . STRUCTURE IN ACCORDANCE WITH RASHTO REQUIREMENTS (FINAL DEFLECTED POSITION) BY BNS 08/02/99 PAGE: 3 SUBJECT: ADDISON, TEXAS -48 FT. MAST
ARM TXADDIS *********** INPUT DATA (CONTINUED) *********** DESCRIPTION OF SIGNALS AND SIGNS * ============================================================================== POSITION
HEIGHT ** DISTANCE SIGNAL SIGNAL OF OF TO CENT. OR SIGN PROJECTED SIGN SIGN SIGNAL CENTROID FROM POLE WEIGHT AREA LENGTH WIDTH OR SIGN TYPE (FEET) (FEET) (LBS) (SQ. FT. ) (FEET) (FEET)
ARM 1 SIGNAL 20.00 47.00 55 13.33 0.00 0.00 ARM 1 SIGN 20.00 42.00 15 0.00 2.50 2.50 ARM 1 SIGNAL 20.00 34.00 40 8.67 0.00 0.00 ARM 1 SIGN 20.00 28.00 15 0.00 2.50 2.50 ARM 1 SIGNAL
20.00 23.00 40 8.67 0.00 0.00 ARM 1 SIGNAL 20.00 10.00 40 8.67 0.00 0.00 ARM 1 SIGN 20.00 2.00 50 0.00 8.00 2.00 POLE SIGN 16.00 0.00 10 0.00 2.00 2.00 POLE SIGNAL 13.00 0.00 80 17.34
0.00 0.00 POLE SIGNAL 9.00 0.00 60 8.00 0.00 0.00 * THE VALUES SHOWN IN THIS TABLE MUST NOT BE EXCEEDED WITHOUT CONSULTING VALMONT. ANY SIZES OR OTHER DIMENSIONS NOT PROVIDED BY THE
SPECIFYING AGENCY HAVE BEEN ESTIMATED BY VALMONT. ** THESE HEIGHTS ARE ABOVE BOTTOM OF BASE PLATE OR TRANSFORMER BASE. 
4 ANALYSIS OF \ 􀀮􀁾􀁏􀁎􀁔􀀠INDUSTRIES TRAFFIC SIGl ,STRUCTURE IN ACCORDANCE WITH AASHTO REQUIREMENTS (FINAL DEFLECTED POSITION) BY BNS 08/02199 PAGE: SUBJECT: ADDISON, TEXAS -48 FT.
MAST ARM TXADDIS *********** INPUT DATA (CONTINUED) *********** LUMINAIRE ARM 1 (DS50) ================================== SPAN LENGTH 8.00 FEET ORIENTATION ** = o DEGREES MEMBER DATA
BASE O.D. = 2.38 INCHES OUTER END O.D. = 2.38 INCHES THICKNESS = 0.1540 INCHES ATTACH. HT. = 31.50 FEET* RISE = 3.67 FEET SLOPE AT BASE = 32.0 DEGREES CENTROID LOCATION HORIZONTAL =
3.86 FEET VERTICAL = 2.18 FEET YIELD STRENGTH = 36.00 KSI UNBENT LENGTH = 8.94 FEET LUMINAIRE *** SHAPE = ROUNDED MOUNTING HT. = 35.17 FEET* CENTROID HORIZ = 9.00 FEET WEIGHT = 55.00
POUNDS PROJECTED AREA 3.30 SQ. FT. * THESE HEIGHTS ARE ABOVE BOTTOM OF BASE PLATE OR TRANSFORMER BASE. ** ARM ORIENTATIONS ARE ANGLES FROM +X AXIS IN X-Y PLANE. X AND Y AXES ARE PERPENDICULAR/PARALLE
L TO SIDES OF POLE BASE PLATE. SEE *** BELOW. *** THE LUMINAIRE SIZES SHOWN MUST NOT BE EXCEEDED WITHOUT CONSULTING VALMONT. IF THESE SIZES WERE NOT PROVIDED BY THE SPECIFYING AGENCY,
THEY HAVE BEEN ESTIMATED BY VALMONT . 
ANALYSIS OF 'Ii ."lONT INDUSTRIES TRAFFIC 􀁓􀁉􀁇􀁾􀀠STRUCTURE IN ACCORDANCE WITH AASHTO REQUIREMENTS (FINAL DEFLECTED POSITION) BY BNS 08/02/99 PAGE: 5 SUBJECT: ADDISON, TEXAS -48 FT.
MAST ARM TXADDIS *********** RESULTS *********** ANALYSIS OF ARMS: FORCES AND MOMENTS WITH WIND ACTING PERPENDICULAR TO EACH ARM 􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀁾􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽
􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀠GROUP FORCES (POUNDS) MOMENTS (FOOT-POUNDS) ARM ARM ANALYSIS LOAD ===================== ========================
TYPE NO. LOCATION NO. AXIAL FY FZ TORSION MY MZ SIGNAL 1 BASE 1 0 0 -1132 0 24161 0 SIGNAL 1 BASE 2 0 2742 -1132 0 24161 65218 SIGNAL 1 BASE 3 0 1478 -1723 0 38261 34778 SIGNAL 1 SPLICE-I
1 0 0 -195 0 1249 0 SIGNAL 1 SPLICE-I 2 0 768 -195 0 1249 5927 SIGNAL 1 SPLICE-I 3 0 384 -336 0 2333 2964 SIGNAL 1 SPr,ICE-O 1 0 0 -153 0 840 0 SIGNAL 1 SPLICE-O 2 0 746 -153 0 840 4593
SIGNAL 1 SPLICE-O 3 0 373 -285 0 1681 2296 LUMIN. 1 BASE 1 0 0 -89 0 0 628 0 . LUMIN. 1 BASE 2 0 110 -89 10 628 798 LUMIN. 1 BASE 3 0 71 -126 4 871 570 
ANALYSIS OF, MONT INDUSTRIES TRAFFIC SIGt STRUCTURE IN ACCORDANCE WITH AASHTO REQUIREMENTS (FINAL DEFLECTED POSITION) BY BNS 08/02/99 PAGE: 6 SUBJECT: ADDISON, TEXAS -48, FT. MAST ARM
TXADDIS *********** RESULTS (CONTINUED) *********** ANALYSIS OF ARMS: STRESSES WITH WIND ACTING PERPENDICULAR TO EACH ARM ============================================================================
ANAL. LOCATION ================ GROUP COMB. APPLIED STRESS (KSI) ALLOW. STRESS (KSI) ARM ARM LOAD STR. ===================== ===================== TYPE NO. SITE NO. RATIO AXIAL BEND.
SHEAR AXIAL BEND. SHEAR SIG 1 BASE 1 0.40 0.00 14.66 0.29 33.00 36.30 18.15 SIG 1 BASE 2 0.83 0.00 42.21 0.77 33.00 50.82 25.41 SIG 1 BASE 3 0.62 0.00 31. 38 0.59 33.00 50.82 25.41 SIG
1 SP-I 1 0.09 0.00 3.13 0.10 33.00 36.30 18.15 SIG 1 SP-I 2 0.30 0.00 15.18 0.42 33.00 50.82 25.41 SIG 1 SP-I 3 0.19 0.00 9.45 0.27 33.00 50.82 25.41 SIG 1 SP-O 1 0.07 0.00 2.63 0.10
33.00 36.30 18.15 SIG 1 sp-o 2 0.29 0.00 14.60 0.52 33.00 50.82 25.41 SIG 1 SP-O 3 0.18 0.00 8.90 0.32 33.00 50.82 25.41 ... LUM 1 BASE 1 0.53 0.00 12.57 0.17 21.60 23.76 11. 88 LUM
1 BASE 2 0.61 0.00 20.33 0.36 21. 60 33.26 16.63 LUM 1 BASE 3 0.63 0.00 20.84 0.31 21. 60 33.26 16.63 
7 ANALYSIS OF V 10NT INDUSTRIES TRAFFIC SIGN STRUCTURE IN ACCORDANCE WITH AASHTO REQUIREMENTS (FINAL DEFLECTED POSITION) BY BNS 08/02199 PAGE: SUBJECT: ADDISON, TEXAS 48 FT. MAST ARM
TXADDIS *********** RESULTS (CONTINUED) *********** ANALYSIS OF POLE: FORCES, MOMENTS, AND CRITICAL WIND DIRECTIONS 􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀁾􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽�
�􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀠SECTION GROUP FORCES (POUNDS) MOMENTS (FOOT-POUNDS) WIND HEIGHT* LOAD ==================== ========================
DIRECT** (FEET) NO. FX FY FZ MX MY MZ (DEGREES) 29.50 1 o o -101 o 628 o 29.50 2 58 10 -101 -51 917 81 10 29.50 3 46 o -141 o 1106 o o 18.00 1 o o -1519 o 24820 o 18.00 2 o 2982 -1519
-2503 24832 65900 90 18.00 3 o 1670 -2237 -1852 39226 35264 90 14.00 1 o o -1640 o 24839 o ·14 . 00 2 o 3150 -1640 -14551 24858 65900 90 14.00 3 o 1777 -2404 -8646 39280 35264 90 11.00
1 o o -1808 o 24889 o 11.00 2 o 3646 -1808 -24166 24927 65900 90 11.00 3 o 2042 --2702 -14123 39441 3526490 7.00 1 o o -1989 o 24940 o 7.00 2 o 3898, -1989 -38963 24998 65900 90 7.00 3 551 1916 -2968 -19340 45013 30320 70 0.00 1 o o -2216 o 24976 o 0.00 2 o 3971 -2216 -66611 25047 65900
90 0.00 3 706 1908 -3264 -31512 51081 28807 65 * -THESE HEIGHTS ARE ABOVE THE POLE BASE PLATE. ** THESE ARE DIRECTIONS TOWARD WHICH THE WIND IS FLOWING. THEY ARE ANGLES FROM THE +X AXIS
IN THE X-Y PLANE 
8 ANALYSIS OF V lONT INDUSTRIES TRAFFIC SIGN STRUCTURE IN ACCORDANCE WITH AASHTO REQUIREMENTS (FINAL DEFLECTED POSITION) BY BNS 08/02/99 PAGE: SUBJECT: ADDISON, TEXAS 48 FT. MAST ARM
TXADDIS *********** RESULTS (CONTINUED) *********** ANALYSIS OF POLE: STRESSES 􀀽􀀽􀀽􀀽􀀽􀁾􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀁾􀀽􀀽􀀽􀀽􀁾􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀁾􀁾􀁾􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽
􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀁾􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀠SECTION GROUP COMB. APPLIED STRESS (KSI) ALLOW. STRESS (KSI) EFFECHEIGHT* LOAD STR. ===================== ===================== TIVE (FEET) NO.
RATIO AXIAL BEND. SHEAR AXIAL BEND. SHEAR CA 29.50 1 0.02 0.02 0.54 0.00 33.00 36.30 18.15 1.00 29.50 2 0.02 0.02 0.79 0.05 33.00 50.82 25.41 1.00 29.50 3 0.02 0.02 0.95 0.01 33.00 50.82
25.41 1.00 18.00 1 0.42 0.20 15.12 0.00 33.00 36.30 18.15 1. 00 18.00 2 0.98 0.20 15.21 20.86 33.00 50.82 25.41 1.00 18.00 3 0.67 0.29 23.93 11.18 33.00 50.82 25.41 1.00 14.00 1 0.38
0.20 13.61 0.00 33.00 36.30 18.15 1. 00 -14.00 2 0.87 0.20 15.78 18.83 33.00 50.82 25.41 25.41 1. 00 14.00 3 0.60 0.30 22.03 10.10 33.00 50.82 25.41 1. 00 11. 00 1 0.35 0.21 12.63 0.00
33.00 36.30 18.15 1. 00 11.00 2 0.83 0.21 17.62 17.60 33.00 50.82 25.41 0.99 11. 00 3 0.57 0.32 21.26 9.44 33.00 50.82 25.41 0.99 7.00 1 0.32 0.22 11. 48 0.00 33.00 36.30 18.15 0.99
. 7.00 2 0.83 0.22 21. 31 16.06 33.00 50.82 25.41 0.99 7.00 3 0.54 0.34 22.56 7.43 33.00 50.82 25.41 0.99 0.00 1 0.28 0.23 9.80 0.00 33.00 36.30 18.15 0.99 0.00 2 0.85 0.23 27.93 1.3.77
33.00 50.82 25.41 0.99 0.00 3 0.53 0.34 23.55 6.08 33.00 50.82 25.41 0.99 * THESE HEIGHTS ARE ABOVE THE POLE BASE PLATE. 
9 ANALYSIS OF V. rONT INDUSTRIES TRAFFIC SIGN. 'STRUCTURE IN ACCORDANCE WITH AASHTO REQUIREMENTS (FINAL DEFLECTED POSITION) BY BNS 08/02/99 PAGE: SUBJECT: ADDISON, TEXAS -48 FT. MAST
ARM TXADDIS *********** RESULTS (CONTINUED) *1t***it***** ANALYSIS OF ANCHOR BOLTS ============================================================================== CRITICAL MAX. APPLIED
ALLOWABLE GROUP WIND COMB. AXIAL SHEAR STRESS (KSI) STRESS (KSI) BOLT LOAD DIRECT. * STRESS FORCE FORCE ============ ============ CONST NO. (DEG) RATIO (LBS) (LBS) AXIAL SHEAR AXIAL
SHEAR "K" 1 0.18 -9384 4.94 27.50 0.60 2 285 0.64 -38325 15838 20.18 8.34 38.50 23.10 0.60 3 290 0.47 -31720 8040 16.70 4.23 38.50 23.10 0.60 ANALYSIS OF TRANSFORMER BASE CONNECTING
BOLTS ================================================================ CRITICAL MAX. GROUP WIND COMB. BOLT STRESSES (KSI) LOAD DIRECT. * STRESS FORCE =================== NO. (DEGREES)
RATIO (LBS) APPLIED ALLOWABLE 1 0.19 11153 6.31 33.25 . 2 60 0.54 44619 25.25 46.55 3 60 0.45 36879 20.87 46.55 ANALYSIS OF BASE PLATE ============================================ COMBINED
STRESS RATIO = 0.86 GROUP LOAD NUMBER 2 CRITICAL WIND DIRECT.* 60 DEGREES MAXIMUM BOLT FORCE 44619 POUNDS BOLT-TO-POLE MOMENT ARM = 3.00 INCHES WIDTH OF BENDING SECTION = 12.46 INCHES
APPLIED BENDING STRESS = 28.66 KSI ALLOWABLE BENDING STRESS = 33.26 KSI * THESE ARE DIRECTIONS TOWARD WHICH THE WIND IS FLOWING. THEY ARE ANGLES FROM THE +X AXIS IN THE X-Y PLANE THIS
PAGE PROVIDES THE PERTINENT INFORMATION CONCERNING THE ANALYSIS . OF THE ARM-TO-POLE ATTACHMENT COMPONENTS OF THE SIGNAL AND SIGN ARMS. *********** INPUT DATA *********** ARM 1 ARM 2
CONNECTON BOLT DATA ==================== NUMBER = 4 BOLT DIAMETER (IN) = 1.250 ASTM SPECIFICATION A325 HORIZONTAL SPACING (IN) = 15.25 VERTICAL SPACING (IN) = 15.25 ATTACHMENT PLATE
DATA 
===================== HORIZONTAL WIDTH (IN) 18.50 VERTICAL WIDTH (IN) = 18.50 THICKNESS (IN) = 1. 750 YIELD STRENGTH (KSI) 36 *********** RESULTS *********** ANALYSIS OF SIGNAL/SIGN
ARM SIMPLEX BOLTS 􀁾􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀠MAX. GROUP STRESS (KSI) BOLT LOAD TENSION 􀀽􀁾􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽�
�􀀽􀀽􀀠ARM CSR NO. (LB) APPLIED ALLOWABLE === === ===== ======= ======= ========= 1 0.62 2 35166 28.66 46.55 ANALYSIS OF SIGNAL/SIGN ARM SIMPLEX PLATES ===============================================
========================= MAX. GROUP BEND. STRESS (KSI) SLOPE OF LENGTH OF PLATE LOAD =================== BEND LINE BEND LINE ARM CSR NO. APPLIED ALLOWABLE DEGREES (IN) === ===== =====
======= ========= ============ ========= 1 0.73 2 24.34 33.26 45 15.66 
ANALYSIS OF V. 􀁾􀁏􀁎􀁔􀀠INDUSTRIES TRAFFIC SIGt;, STRUCTURE IN ACCORDANCE WITH AASHTO REQUIREMENTS (FINAL DEFLECTED POSITION) BY BNS 08/02/99 PAGE: 10 SUBJECT: ADDISON, TEXAS -48 FT.
MAST ARM TXADDIS RESULTS SUMMARY MAXIMUM COMBINED STRESS RATIO IN EACH MA,JOR COMPONENT MAXIMUM REACTION'S APPLIED TO FOUNDATION =====;========================== =====================================
=== POLE (AT 18.00 FT) = 0.98 BENDING MOMENT 78648 FOOT-POUNDS SIGNAL AND SIGN ARM 1 0.83 TORSION = 65900 FOOT-POUNDS LUMINAIRE ARM 1 = 0.63 SHEAR FORCE 3971 POUNDS BASE PLATE 0.86 AXIAL
FORCE = 3264 POUNDS ANCHOR BOLTS = 0.64 T-BASE CONNECTING BOLTS 0.54 MAXIMUM BENDING + AXIAL DEAD WT. STRESS Sis ARM 1 ATTACH. BOLTS = 0.62 ================ (KSI) ================ SiS
ARM 1 ATTACH. PLATE 0.73 POLE = 15.32 SIGN/SIGNAL ARM 1= 14.66 LUMINAIRE ARM 1= 12.57 RESULTANT DEFLECTION OF POLE TOP CAUSED BY DEAD WEIGHT ================================ 1.21 DEGREES

END SECTION 􀁗􀁉􀁔􀁈􀁟􀁾􀀠SASE SECTION WITH FIELD 􀁾􀀠II HOLE FOR 􀀸􀀮􀁢􀀳􀁾􀀠BOLT." 􀁾􀁾􀁅􀁧􀁏􀁾􀁾􀀺􀁅􀀠FOR 􀁾􀀠,.. ..􀁾NOTE: DETAIL 1 CA!1ERA, CA!1ERA !10UNTINC! HARDWARE AND ACCESSORIES
PROVIDED BY,OIERS. r REHOVABLE CAP DETAIL 2 \ SEE POLE AND SIGNAL ARM . DATA -.--,1'--DETAIL 4 E L ---1 􀁾􀀠I I (4)-ANCHOR BOLTS WITH I 4.75" I (2) HEX NUTS AND (2) WASHERS 􀂷􀁣􀁾􀀠HOOK
FOR WIRING AND i FIELD ASSEMBLEO TO ACHIEvE '-0.i:.3" THRU BOLT ! PER 80LT WlTH THREADED􀁈􀁁􀁎􀁏􀁌􀁉􀁎􀁇􀀭􀁡􀀮􀀵􀁓􀁾􀀠OIA. 􀁣􀁯􀁴􀀱􀀧􀀱􀁅􀁒􀁾􀀠IA SNUB TIGHT JOINT (NIN. OVERLAP NOT LESS
' EN) GALVANIZED AT LEAST 12".CIAL GRADE HOT ROLLED BAA ;THAN 1.5 TIMES THE 1.0. OF THE END SECTION) _ ==--1.00' . I SPAN I I 􀁦􀀧􀀺􀁾􀀠SECIlilltOE I I e!;:l 􀁭􀁲􀁃􀁔􀁾􀀧􀁬􀀧􀁉􀀦􀁅􀀠I
: I " MIN 1I􀁄􀁮􀀺􀀸􀁾􀁾􀀧􀀢􀀳􀀠LI 􀀳􀀹􀂷􀂷􀂷􀁾􀁾􀁇􀁎􀁁􀀳􀁌􀀠􀁁􀁾􀁍􀀠􀀺􀁾􀀻􀀺:aI:T I 􀁉􀀭􀁄􀀭􀁅􀀭􀁔􀀭􀁁􀀭􀁉􀀭􀁌􀀭􀁢􀀭􀀬􀀭􀀭􀁉􀀭􀀭􀀭􀀭􀁁􀀭􀁎􀀭􀁃􀀭􀁈􀀭􀁏􀀭􀁒􀀭􀁉􀀭􀀮􀀺􀁂􀀭􀁾􀀭􀁾􀀺􀀮􀀮􀀮􀁾􀀭􀀭􀀭􀀭􀀭􀁉DE
TAIL 1 I POLE TOP /WITH THRU BOLT \ (4)-$12E 􀁾􀁆􀀧􀀧􀀧􀀠HEX HEAD BOLTS WITH HEX NUTS & WASHERS, I" 􀀭􀀭􀀭􀁃􀁔􀁾􀁜􀀽􀁾􀁔􀁁􀁉􀁌􀀽􀀳􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀁾􀀠􀁾􀁓􀁅􀁅POLE AND SIGNAL ARM
DATA--------II FINISH. FINISH COAT. TSle OR URETHANE POLYESTER POWDER COLOR, BLACK VALMONT SPEC, F264A DETAIL:S 􀁾􀀠DETAIL (" 􀁾􀀠􀀻􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽�
�􀀽􀀽􀀽􀀽􀁌􀀽􀀧􀀽􀀽􀁾􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀁾􀀱􀀺􀀺􀁄􀀺􀁅􀁔􀀺􀁁􀀺􀁉􀀺􀁌􀀽􀀽􀀲􀀽􀀽􀀽􀁉􀀽􀀽􀀽􀁓􀀺􀁉􀀺􀁇􀀽􀁎􀀽􀁁􀁾􀁌􀀽􀁁􀀽􀁒􀀽􀁍􀀽􀀻􀁁􀀻􀁔􀀽􀁔􀁁􀀻􀁃􀀻􀁈􀀻􀁍􀀽􀁅􀀽􀁎􀁔􀀽􀀽􀀽􀀽􀁾􀀠 SIGNAL ARM
ATTACHMENT DATAMATERIAL DATA ASTH HIN. A8TM ,MIN.: ITEM0 I ..,' "C" 'E'"6" "F"COMPONENT nELn COMpONENT :YIEt..D1 􀀱􀁾􀁾________􀁾􀁏􀁅􀁾􀁓􀁾􀁉􀁾􀁏􀁾􀁎􀁾􀁁􀁔􀁾􀁲􀁾􀁏􀁾􀁎􀁾􀀨􀁾􀁋􀁓􀁾􀁉􀁾􀀩􀀠􀁾􀁾􀁾􀁾􀁾__
__􀀭􀀫􀁄􀁾􀁅􀁾􀀮􀁟􀁲􀁇􀁟􀁎􀁟􀁁􀁟􀁔􀁟􀁉􀁏􀁟􀁎􀀫􀀺􀀧􀁾􀁋􀁾􀁓􀁾􀁉􀁾􀀩􀀺􀀠􀀱􀁟􀁾􀁎􀁾􀀧􀁾􀀺􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁦􀀷􀁾􀁾􀁾􀁾􀁾􀀭􀀮􀁾􀁾􀀬􀀬􀁾􀁾􀀠, r 1 '" S.' 1•.S." 'S."S' IS."5" 1.75" 1.25" X
5,5B"􀁲􀁐􀀺􀀮􀀺􀁏􀁌􀀬􀀽􀁅􀁾􀁓􀀢􀀬􀁈􀁁􀁆􀁾􀁔_____􀀫􀁎􀁓􀀢􀀬􀁾􀁾􀁓􀀿􀀮􀀮􀀺􀀺􀁇􀁒􀁾􀀮􀀺􀀮􀀮􀀡􀀡􀁁􀀫􀀭􀀬􀁓􀁏􀀧􀁓􀁟􀀠pOLE BASE A34 36.... -.L " 􀁾􀁁􀁾􀁒􀁃􀀡􀁍􀀮􀀬􀀬􀀺􀁓􀁈􀁁􀁾􀁆􀀻􀁔􀁾􀀮􀀬􀀭____􀁊􀀧􀀺􀁁􀀰􀀧
􀀵􀀧􀁾􀁓􀀿􀀮􀀮􀀺􀀺􀁇􀁒􀁾􀀮􀀺􀀮􀀮􀀡􀀡􀁁􀀫􀀭􀀬􀁓􀁏􀀧􀁓􀁟􀀠ARM ATTACHMENT A3436 􀁾􀁁􀁾􀀧􀁾􀀬􀀽􀀬􀁈􀁾􀁏􀁒􀁾􀀵􀀰􀁾􀁌􀀻􀀡􀀮􀁔􀁓􀁾􀀽􀀽__􀁉􀀡􀀺􀁆􀀧􀀺􀀺􀀧􀀱􀀵􀁾􀀵􀀺􀀺􀀺􀀧􀁾􀁏􀁒􀀺􀀺􀀺􀀺􀀺􀀻􀀮􀁾􀀵􀀢􀀱􀁓􀁦􀀭􀀭􀀧
􀀵􀁾􀀵􀁟􀀠ARM CONNECTING SOLTS A;S2S 􀁾􀁇􀁾􀁁􀁏􀀺􀀮􀁌􀁖􀀺􀀡􀀡􀁁􀁾􀁎􀁾􀁲􀁚􀀽􀀧􀀻􀀻􀀺􀁎􀁾􀁇􀀺􀀬􀀢􀁈􀁁􀁉􀁉􀁄􀁾􀀢􀀬􀀧􀀡􀀬􀀡􀁁􀀡􀀡􀀡􀁒􀀺􀁣􀁅􀁟􀀭􀁲􀁁􀀱􀀵􀁯􀀺􀀳􀀧􀀭􀁟􀀭􀀭􀀫􀁟􀀭􀁬􀀠T-SASE CONNECTING
BOLT$ A32S *' * EXCEPT LUBRICATE IN THE FIELD IF NECESSARY POLE AND SIGNAL ARM DATA POLE TUBE POLE BASE ANCHOR BOLT SIGNAL .ARM TUBETRANSFORMER GAUGESASE TOP GAUGE BOLT, THREAD FIXED
END FREE END ISOUARE CIRClE i THX. HOLE SASe: OIA. LENGTH HOOK OR sPANLENGTH OR LENGTHITEM OIA • eFT)QTY. DIA. DIA. 􀀢􀁓􀁾􀀠"M' "za DESIGN "K" "J" 'W . DIA.(FT) "Y" , 'U" (IN) THICKNO.
eIN) (IN) THICK (IN) (IN) <IN) (IN) <IN) <IN) (IN) (IN)(IN) (IN) (IN) 4.15 48.BB1 DET.31 13.2a 8.88 3l:J.l:J2 3 18.BB 􀁮􀀮􀁾􀁾􀀠84.00 4.88 B.00' lB.S£'!1.50 1.75 <1232 1.75 ! . 9" .58"
NUT HOLDER 7WITH FASTENERS FOR GROUNDING 􀀱􀁩􀁃􀁾􀁎􀁕􀁔􀀠COVER 􀁗􀁾􀁕􀀪􀀺􀁔􀁈􀀨􀀮􀀠\ 􀁾􀀠B.S6'l (4) HEx HEAl) BOLTS 􀁾􀀠WITH HEX NUTS FLAT 􀀭􀀧􀀽􀀽􀁾􀁾􀀽􀁾􀁾􀀠WASHERS .t. LOCK WAStERS.T􀁾􀁾􀀠SEE
TRANSFORMER BASE I I ....."--'-t. DETAIL FOR CONNECTING 􀁾􀁍􀁾􀀠􀀡􀁾􀀠BOLT SIZE. 􀁾􀁾􀁾􀀤􀁆􀁏􀁒􀁍􀁅􀁒􀀠--1 ...t" ... 􀁾􀀢􀀢􀁖􀀠.y' 􀁾􀁔􀁉􀀠.l.i POLE BASE ----I'·.. \ 􀁾􀀠I DIA.+ 􀁾􀁌􀁡􀁢􀀢􀀠1,)0.....
.. L-1 "Z" DETAIL 4 I NOTE; TOP & BOTTOM PLATES ARE 1.75" THICK. SIDEWALLS ARE 􀁥􀀮􀀲􀀵􀁾􀀠THICK. POLE BASE 7 GA. DOOR SECURED WITH [ 􀁃􀁾􀁖􀀭􀁡􀀮􀀳􀀸􀀢􀀠x S.i:.3" LONG HEX HEAO SCREWS
􀀨􀁡􀁾􀀠x Hf,5" x J.9.5" OPEJljING) 􀁾􀀠􀀲􀁾􀁾􀁃􀁾􀁾􀁌􀁔􀀠24U BOLT 18" BOLT cIRCLE CIRCLE ,\;18" CENTER.QS VT (4)-2.0B" HOLE 1"" CENTER jOlA. HOLES HOLE 􀁾􀁾􀁬􀀮􀀭􀁾􀀭􀀬􀀠􀁾􀀠􀀮􀁾􀀠r-:t\.
-\, 􀁾􀀠􀁾􀁾􀀠􀁾􀁬􀁬􀀠I \ 2.' r(\\. 􀁾􀀠􀁾􀁾􀁾􀀠􀁾L 􀀮􀀭􀀮􀁊􀁾􀁊􀀠􀁩􀀧􀀭􀁜􀁾􀁾􀁾􀁾􀀠f--18' _ _ , 􀁾􀀮􀀠.l¥""UARE .3> _ 􀁾􀀲􀀴􀀧SGUARE (4)-Lk3" X 2.b3" 􀀱􀀺􀁬􀀧􀀮􀀵􀀰􀁾􀀠NUT HOLDER SLOTS
FOR GROUNOING. TOP PLAN ELEVATION BOTTOM PUN CONNECTING BOLTS: I.58"_bUNC X & • .08" UL DETAIL 5 I M232 TRANSFORMER BASE sn..o TO SUMMII ELECTRIC SHIP TO INTEGRATED ROADWAY SER.v]CES
P.o. NO. F3b2SGO AGENT HOSSLEr LIGHTING ASSOCIATES ORDER NO.: 4TB'.lJ4-'Y"j DATE: 􀁥􀀷􀀱􀀲􀁂􀀯􀁾􀁾􀀠IORWN: PAR '1Wf fJ7/Z1/99 SHEET 1 OF 1 REV. Tln..E OfI/IWING NO. TRAFFIC SIGNAL STRUCTURES
TX4 TlH3499 􀁾..-􀀭􀀴􀀭􀀭􀀭􀀫􀀭􀀭􀀭􀀫􀀭􀀭􀁾􀁾􀀭􀀭􀁾􀀭􀀭􀁾􀀭􀀭􀁾􀀭􀀭􀁾􀀭􀀭􀁾􀀭􀀭􀁾􀀭􀀭􀀫􀀭􀀭􀀭􀀭􀀫􀀭􀀭􀀭􀀫􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀁲􀀭􀀭􀀭􀀭􀁴􀀭􀀭􀀭􀁲􀀭􀁾􀀠I 
Sent: Wednesday, June 23,199911:13AM To: Jim Pierce Cc: Alyssa Hernandez; Mark Acevedo; Ron Lee Subject: RE: Telephone Svc for Signals at Quorum & Arapaho Jim, SW Bell has just confinned
the three telephone lines that you requested will be installed on 7nt99 and they will be calling Alyssa to have 􀁍􀁾􀁣􀁨􀀠open the controller box for tenninatlons. The telephone lines
are as follows; 972-774-1701 & 972-774-1836 for traffic signal use 972-774-1963 for irrigation controller Billing has been set up on the town's main account and noted by department.
Let me know if I can be of further help. John GodZey Building Services . " ---Original Message-􀀻􀁴􀀮􀁾􀁑􀁭􀁾􀁪􀀡􀁩􀁭􀁭􀁭􀁾􀁭􀀡􀁦􀁊􀀺􀁩􀁭􀀡􀁬􀁥􀁭􀁾􀁾􀁗􀁩􀂣􀁧􀁪􀁭􀁛􀁬􀁬􀁩􀁬􀁬􀁩􀁦􀁊􀀡􀁩􀁬􀁬􀁬􀁬􀁩􀁭􀀡􀀡
􀀡􀀡􀀮􀁜􀁴􀀱􀁬􀁬􀀱􀁭􀁭􀁴􀀨􀀱􀁜􀁜􀁾􀁾􀀱􀁬􀁕􀁬􀁬􀁾􀁩􀀻􀁩􀁬􀁬􀀡􀀡􀁬􀁬􀁩􀁴􀁩􀁬􀁬􀁬􀁩􀁩􀁬􀀡􀁬􀁩􀁩􀁬􀁴􀁬􀁬􀀡􀀡􀀨􀁪􀁭􀁬􀁴􀁩􀁾􀁾􀁉􀁲􀁊􀁬􀁬􀁬􀁩􀁬􀁾􀁾􀀱􀁉􀁬􀀱􀁴􀁴􀁭􀁭􀁭􀀨􀁾􀁾􀁾􀁾􀁾􀁣􀁬􀁌Sent:
Friday, June 18, 19993:14 PM To: John Godley Jr Subject: FW: Telephone Svcfor Signals at at Quorum & Arapaho John -Can you help? Jim. ---Original Message-􀀺􀀡􀁲􀀡􀀧􀀹􀀮􀁭􀁾􀁭􀁭􀁩􀁩􀁬􀁩􀁩􀁩􀁩􀁬􀁬􀁬􀁜�
�􀀡􀁉􀁄􀁟􀁊􀁦􀁴􀁩􀁩􀀻􀁪􀀬􀁩􀀡􀀡􀁾􀁪􀁬􀁬􀁬􀁬􀁬􀁴􀁴􀁬􀁭􀁴􀁴􀁬􀁬􀁬􀁛􀁬􀁬􀁾􀁾􀁩􀀻􀁾􀁭􀁬􀁭􀀡􀁬􀀡􀁾􀀱􀁈􀁾􀁭􀁲􀁴􀀡􀁋􀁬􀁬􀁭􀁬􀁭􀁭􀁜􀁭􀁛􀁭􀁭􀁭􀁈􀁩􀁬􀁬􀁭􀀺􀀰􀁬􀁬􀁩􀁾􀀺􀁾􀀺􀀻􀁾􀀻􀀻􀀱􀁾􀁭􀁭􀁬􀁬􀁬􀀡􀁬􀁊􀁪􀁬􀀻􀁽􀁊
􀁅􀁩􀀱􀁈􀁈􀀪􀁽􀁾􀁬􀁩􀀡􀁬􀁪􀀡􀁩􀁩􀁩􀀠􀀧􀀻􀀺􀀻􀁩􀁾􀁬􀂥􀀺􀀡􀁩􀁾􀁲􀀮􀀺􀀻􀀺􀀺􀀺􀁾􀀺􀀻􀁭􀀺􀀻􀁾􀁾􀁩􀁾1Sent: Friday, June 18, 1999 3:11 PM To: Mark Acevedo Subject: FW: Telephone BYc for Signals
at Quorum & Arapaho Mark: I have also ordered a dial tone line for a new irrigation controller. Please advise how billing should be set up. Jim. ---Original Message-􀁬􀁦􀁊􀀮􀀻􀁧􀀺􀁭􀀻􀁩􀁭􀁬􀁬􀁩􀁪􀁬􀁭
􀁩􀀡􀁉􀁾􀁾􀁟􀁾􀁭􀁈􀀺􀀱􀁍􀁬􀁪􀁩􀁪􀁬􀁬􀁬􀁩􀁛􀁟􀁾􀁈􀁾􀁾􀁭􀁬􀁛􀁒􀁬􀁬􀁩􀁬􀁭􀁩􀁬􀁬􀁩􀀡􀁩􀁴􀀡􀁈􀁩􀁪􀁾􀀱􀁜􀁾􀁝􀁬􀁩􀀡􀀡􀀡􀁉􀀡􀀡􀁬􀀡􀀡􀀡􀁭􀀡􀀡􀀡􀀡􀀡􀁭􀁭􀁭􀁭􀁾􀀮􀁌􀁬􀁩􀁩􀁭􀀡􀁪􀁬􀁬􀁬􀁭􀀡􀁬􀁭􀁬􀀡􀁾􀁾􀀡􀁭􀁴􀁴􀁬􀁾�
�􀀡􀁬􀀡􀁉􀀡􀁩􀁬􀁩􀁭􀁭􀁬􀀡􀀡􀁬􀀡􀀡􀀡􀁾􀁲Sent: Friday, June 18, 19993:06 PM To: Mitchell Subject: Telephone Sve for Signals at Quorum &Arapaho SWBeli wants to know if we want "Dry Lines"
(no dial tone) or dial tone lines for our signals. Jim. 
-.-----!l!!!!4 􀁾__􀁾hske _______ 2--11-99 􀁾􀀭􀁾􀁾􀀭􀀭􀀭􀁩􀀭􀂣􀁩􀁟􀁾􀁃􀁊􀀽􀁾􀁾􀁾􀁾􀀭􀁾..... ..----Cj;i--... 􀀮􀀮􀀮􀀭􀀭􀀭􀀭􀁾􀁾􀀭􀀭􀀭􀀭􀀮----.-..------7' _.. ....... . ______ ..􀁟􀁩􀁨􀁻􀁾􀁌􀀠􀁾􀁾􀁟􀁾
􀀡􀁉􀀺􀀡􀁾􀁟􀀮􀀨􀀿__ 􀀮􀁟􀁾___ 􀁾􀀠 . . .-􀁤􀁬􀀧􀀷􀀱􀀻􀀭􀁾􀁤􀁤􀁾􀀧.􀀭􀁤􀀻􀂷􀂷􀀭􀀭􀀻􀀻􀀻􀁾􀀭􀁾􀀮􀁾􀀭􀁟􀀻􀀻􀁺􀀽􀁾􀀬􀀮􀁾􀀠'. .•. 􀁾􀀠•••.•••􀁾.. 􀁾􀀭􀀦􀀮􀁔􀀭􀁩􀀻􀁱􀁴􀀭􀁾􀁟􀂷􀁾􀁾􀀧􀀧􀁃􀁾􀁊􀀽"
..•• 􀁦􀁲􀁺􀀭􀁾􀀠.. 􀁦􀁾􀀬􀁾􀀯􀀫􀀴􀂷􀁾􀀠...􀁾􀀭􀀭􀀮􀀭􀀭􀀭􀀭􀀭􀁾􀁾􀀮􀀠···/W-e.J·' . 􀂷􀂷􀂷􀂷􀂷􀁨􀁾􀀠.. 10 ... 􀂷􀂷􀁾􀁲􀀠􀁾􀀠•.• 􀁴􀁲􀀭􀁾􀂷􀂷􀀮􀀠..... , , ,. l.·, 
Public Works I Engineering 16801 Westgrove. P,O, Box 144 Addison, Texas 75001 Telephone: 1214) 450·2871 • Fax: (214) 931-6643 DATE 3--(1-19 IJOBNO, A7TENTION Rc: t:{iv. J/1. ft /Z.eI
GENTLEMAN: WE ARE SENDING YOU XAttached D Under separate cover via ______ the following items: NShop Drawings D Prints D Plans D Samples D Specifications ,.D'cOPy of letter D Change
order D "If", j. COPIES I DATE NO, Skn::; lYlA 􀁾􀀠􀁾􀀠EYeJrt􀁣􀁾L DESCRIPTION 􀁾r 􀁾􀀮􀀮􀀻􀀺􀁦􀁴􀁣􀀮􀀮􀀠.st-'f.44fi/:::S 5l:' Jl/e/f> &/edrrc , j THESE ARE TRANSMITTED as checked below:
D For approval D Approved as submitted D Resubmit ____copies for approval D For your use ){Approved as noted D Submit copies for distribution D As requested D Retumed for corrections
D Return corrected prints D For review and comment D __________________________ D FOR BIDS DUE __________ 19,__ D PRINTS RETURNED AFTER LOAN TO US REMARKS .9= r fit-􀁴􀁦􀁻􀁻􀀯􀁾􀀠.3
COPYTO ____________________ , 􀁓􀁉􀁇􀁎􀁅􀁄􀁉􀁟􀀭􀁊􀁾􀁾􀁾􀀮􀀮􀁴􀀮􀁾􀁾􀁾􀀽􀀭􀀭􀀭􀀭􀀭􀁾If enclosures are not not as noted, please not 
􀁍􀁁􀁾􀀭􀁏􀁉􀀭􀀹􀀹􀀠NON 15:53 MEL'S ELECTRIC SERVICE FAX NO. 214 hHb 1UBI 1'. Ul Mel's Electric 1810 S. Akard St. Dallas, Texas 75215 214 -565-1074 Fax: 214·565-1081 Subject of this
Transmittal: Af<.A p4ho R.d Number ofPages to Follow: OL Attention Of: rA+ Date: 3-I·ClQ • "0',' Notes 'Yull. 􀁂􀀱􀁘􀀶􀁾􀀠􀀭􀁨􀀺􀀬􀁾􀀭􀁲􀁁􀀮􀁁􀁴􀁴􀁩􀀨􀀮􀀮􀀠.s Iq u .. h. 􀁾􀀮􀀮􀀬􀁤􀀠..
, ".' '€.lE.d-A·1 c..",l> '* 5 -toY. 􀀭􀁲􀁁􀀮􀀮􀁾􀁦􀁨􀀠<..-􀁓􀀧􀁾􀀢􀀧􀁾􀁜􀀡􀀩􀀠1:1 3/0 toR. EIQ(,,:nl..l'CAL NoI-e. 􀁾􀀠C􀀨􀀻􀀩􀁜􀁊􀀮􀁴􀁾􀀠shAll h.t 􀁭􀁾􀁲􀁾􀀠IITJ!IWFIC S /8-IJITL.;r
"•• ''.::rtECT utrtrr;" IJr ,\ Eu:.crrcIGJ1-L', 4􀁾􀀠􀁡􀀮􀁦􀁰􀀨􀀱􀀩􀁦􀁲􀀱􀀴􀁦􀁾􀀻􀁬􀀠,4rPR)1/li-45 JJ tG ra.t-f2we\'1:<... (It) 􀁾􀁶􀁥􀀮􀀮􀀠w:ltL. 􀁾􀀠
\.l::; concrete bas 3 deaign strengttJ 01 5000 PSI . rAX NU. c14 􀁢􀁩􀁪􀀬􀀺􀀺􀁢􀀽􀁬􀁕􀀽􀀡􀁬􀁉􀀽􀁾􀁾􀁾􀁾􀁐􀁾􀀮􀁏􀁾􀀳􀁾􀁾􀁾􀁾􀀠............ .......... PRODUCTS r-. 2001 W. 􀁍􀁾􀀮􀀧Roa,
PHONE:(B'1) 46>«l1O : 􀀬􀁁􀁾􀀮Jl(1IlOl5 (811) 46'f-2783M'" FAX:(SIl) '12.0184 No, 5 CJ. Traffic Cover W$lg/ll • 35 lb•. It,m' • 400290 3 Gauge /No. 5 Concrete Cover Weighl • 38 Lb•.
ttem•• 000210 Welded Wire Grid. No.5 Body Weight • Be Lb•. Item_ -000260 Note' t Fillet-mesh is Included in All Boxes. 2. Ofmermion! Flu Cone, Cover Are "'." . Typical For C,l. Cover.
. (lOldcastie' Precast, Inc. All Righi. Re••rved NO. 5 PULLEiOX .. 12' x 22' x 12' . 􀁃􀁯􀁾􀀮􀁲􀀠May Be 􀁾􀁡􀁲􀁫􀀮􀁤􀀠• 11 Blank 21. Electrical . altiigh Voltage 4l Street Light' 􀀧􀀵􀁬􀀧􀁦􀁩􀁟􀁾􀁜􀀡
􀁉􀁉􀀧􀀠􀁾Type A ! I Brass 'L' Bolt Nutsi' In Diagonal Corner 􀁾􀁾􀁡􀁭􀀠Detail 'A' "'. , '. 􀀬􀀬􀁾􀀠SPECIFICATIONS. Concrete I .1 28 days. Reinforcement ' WWF CJ. Ca.ting.· ASTM A 48·
Cta•• 30135 01'1 ' Seq" .W24I97 No•• 
NAR-OI-99 MON 15:53 MEL'S ELECTRIC SERVICE FAX NO. 214 􀁾􀀶􀀵􀀠1081 P. U2 ",0. NO. 36 PULLBOX .......U>lll 10 '12' x 17 V: )(12' J, 1......""'PRoovcrs..".􀁾2001 1'1, 􀁎􀁡􀁾􀁤ROlHI PHONE:ISHI_
i M'_, 11(7;()16 􀁻􀀢􀁾􀀢􀀧􀁈􀀢􀀳􀀢􀀢􀀢􀀠/'-. 􀁾􀀠FAX:(arn 412-t;184 ,./.;: t,/13'/t' . I l\ 􀁾􀀠23Yl No. 36-T C.1. Cover Cover Mav Ba Marked.! LWllijjI1t • 21 l.b4. n TraUie SignalIttl'm.
􀁾􀀠400050 . .-;, r.􀀧􀀤􀀧􀁩􀂧􀁉􀁦􀁾􀀧S) Str••t: Light 41 High Voltage ",;5) Blank No. 36 Concrete Cover Waighl -20 u,$. It,m' . 000030 No. 36 Body Weight • 79 Lb•. Item. -000020 ,.'
12' Detail • A' -, _O.U••IFt. \'Iorio' n j PI'nt 􀀭􀁾. ' \"'-'. /' ',.jNotes· '. :' t, Fib&r-mesh 􀁾􀀠Inchldod in All 90X83. ,.------------...,---, "', SPECIFICATIONS • Cone,.'. . COllCrSI.
has a design sironglh of 5500 PSI. .t 28 days. ' ..... Roinlo,oomOJlI • WWF (:.􀁏􀁬􀁤􀁣􀀮􀀻􀁬􀁳􀁴􀁬􀀦􀁾􀀠OJ. Cnlln1!S' ASTM A 4S elm 30135 0 Precast. Inc. All Rights Reserved 1 '" 'il1241G1
I.... ·NO... I"''''''''''' SPB-03B /""'Ai ,: .l+ 􀁾􀀭􀀭􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀀺􀀠 
921487107S? P.01 .' '. TOWNOP ADDIsoN To:];}ettl!, maM.-k!:Company: Isk1tt :z, f/q r.s FAX#: 1-1t.J.-?71-07')7 Date:,__􀀧􀀳􀀻􀀻􀀻􀀮􀀮􀀮􀀻􀁟􀁓􀀧􀁟􀁾􀀮􀀮􀀺􀀮􀀮􀀮􀁦􀀮􀀮􀀮􀁦􀀮􀀮􀀱__ Nof
paps (iududlog t:AJVer):-¥:-IJ 􀀱􀁾􀀯􀀷􀁊􀀢􀀱􀀠;;l. -61 PUBLIC WORKS From: James c. Pierce,lr.,P.E.,DEE Assistattt City EogiDeer pbont:972I45ij.2879 FAX: 972/450-2834 16801 Westgreve
P.O. Bu 9010 Addison, TX 75001.-9010 Be: Ava. dQ. Ju,.-/I?l. gd-edt(r.... BoKe2 r I o Ol'ipnaJ in m:8I d Per )'Ourreq\lut 0 FYI x..CalIDfI 􀁣􀀮􀀮􀁾􀁾􀁾􀀠. 1I1,1.,f, 􀀡􀀾􀀢􀀧􀀧􀀧􀁾􀀠4,;sl
Ir"", Cb"'''r)!> £;1'''''''''';/''',1) no.j t!"A(;r41/.-L, ClAd (?OrJlr is In.s<:,;/;"'c1 W.,-.J.J. . .;.,4 w",h 􀀧􀀻􀀺􀁲􀂷􀁾􀀮􀀯􀀯􀀩􀁲􀀮􀀠s'''e-'; iP , () ;. h .o!r 􀀱􀀱􀀮􀀮􀁾􀀠.;1&+
/>?'" /,...... k 􀁡􀁾􀁲􀁩􀀮􀀮􀀵􀀢/;;t.""..s 􀁦􀀧􀁾􀀢􀀢r􀁾􀀮􀀿􀀬􀁐􀀻􀀬􀀮􀀢􀀧􀀻􀁫􀀠)'",,-. u.s,..e =/7 r/is. ,6?!'<>'i Qo-/-, 
􀁡􀁊􀀭􀁾􀀵􀀭􀀱􀀹􀀹􀁓􀀠09:5CAM FROM Addison 5vc Ctr -Upstairs TO 􀁾􀀱􀀴􀁂􀀷􀀱􀁥􀀷􀀵􀀷􀀠P.02 .......􀁾􀀠..,.,. ....,.. .. .. v· ...."" "' ........ t."."'''"' (iloll 􀀱􀁾􀀠....... ¥..,."
,\01".. t .v, a ....􀁾􀀠___....V'n.4V · . .. -' , .... . . .;' ..... Mel's Electric ;-, -1810 S. Akard St. . :: ::: . , . ,;Dallas, TelCilS 75215 . . 214 M 􀁓􀀶􀀵􀁾􀀱􀀰􀀷􀀴􀀠.,,\ · .....:,
• ,_! "Fax: 214 -565·1081 , NlIJIIlIer off..to Follow: .;t. '" ., · '. Attention 􀁏􀁦􀁾+ .' .Fmm::JOh......'1 􀁾􀁾􀁉􀁬􀀮􀀠􀀦􀁸􀀶􀁾􀁾􀀱􀁬􀀭􀀭􀁲􀁁􀁁􀁗􀁩􀁣􀀮􀀠􀀵􀁾􀀱􀁯􀁯􀁊􀀱􀁴􀁯􀁜􀀱􀀾􀀠"",d
􀁾\t.di."",i. .. 5 -h.Q 􀀢􀀱􀀢􀁒􀁾􀁦􀀮􀀮􀀻􀀠... S.q..__􀁾􀀠"alp for.. Ellill::tj\.I'c.1iI1" , '1 .,:'.'􀀮􀀺􀀭􀀮􀀧􀀮􀀺􀁾􀁊􀀠,􀀮􀀬􀁾􀀠, 'I' ". :.i " , t' 
.0 OIdc.alle· "'_,1111'.1....􀁾􀁟􀀠NO. (; Pl.U.90X \2' II 22" 'J(: 12" " , , •....,.: ',. 5.! .. ':JIll) 'swnOZ-.I.llfm 
921AS7l.B7S'? P • 04.. "'..." ,t, 􀁾􀁯􀁾􀀮􀁡􀁾􀀠􀁩􀁪􀁬􀁶􀁾􀁾􀁩􀀮􀀠"j 􀁾􀀠I '.' ,;"" .;;; ..4 TOTAL P.E14 .... "JNI 􀂷􀁳􀁾􀁭􀁏􀁚􀀭􀁊􀁊􀀮􀁬􀁲􀁭􀀠
Public Works I Engineering 16801 Westgrove. P.O. Box 144 Addison, Texas 75001 Telephone: (214) 450-2871 • Fox: 1214) 931-6643 DATE /-2(;. -r 'I IJOBNa. ATTENTION RE: lin?i'/q A..tr-fi:'􀁾􀀠f
I GENTLEMAN: I WE ARE SENDING YOU ,(Attached o Under separate cover via ______ the following items: )€Shop Drawings o Prints o Plans 0 Samples 0 Specifications I 0 _________________________o
Copy of letter o Change order , COPIES DATE NO. DESCRIPTION 2􀁾􀁴􀀯􀀯􀀵􀀻􀁤􀀠S,u hnllikls'5;A.{" .L I r+Wlq 􀁅􀁾􀀯􀀻􀁨􀁟􀀠: I m-ll'rc... u I. /&:"--0 -LA' 􀀧􀁶􀁮􀁮􀁾􀀧􀀠GJ. h-ll:. .PA
u ...... V I tJ I ..;.. THESE ARE TRANSMITTED as checked below: o For approval o Approved as submitted o Resubmit ____copies for approval o For your use j(!pproved as noted o Submit
copies for distribution o As requested o Returned for corrections o Return corrected prints o For review and commen! 0 __________________________ i o FOR BIDS DUE __________ 19,__ o
PRINTS RETURNED AFTER LOAN TO US I IREMARKS ___________________________________________________________________ , COPY TO ________________________ 􀁓􀁉􀁇􀁎􀁅􀁄􀀺􀁟􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀀽􀀽􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭
􀀭􀀭􀀭􀀭If enclosures are not as noted, please n t" 
Town of Addison DaIleo 1/18199 To: Jim Pierce, Robin Jones From: cmitchell HE: Signal Specs Cabinet size: Our Town of Addison standard specification document calls out a controller cabinet
that is 57"H X 44"w X 27"0. The cabinet provided by the Econolite vendor is 55'H X 44'W X 26"0 and falls within the specification for a standard "P" type cabinet. ! feel that these differences
in dimensions are nominal and that the cabinet provided by Econolite would be acceptable. The vendor also indicated that the Econolite cabinet bolt-pattem would mate up with our foundations.
Controllertype: The submittal sheet from the vendor does not indicate that the controller be T8-2, Type I or TS-2, Type II. This would be simple enough to address by instructing the
vendor submit that page oftne submittal indicating that item 440 will be a Type I controller. (N.B.: The T5-2. Type I controll.. is the "pure IS-? controller.) The vendor also indicated
that the change-out of equipment at the intersection of Midway & Dooley would be a "tumkey' operation with no additional add-ons needed at a later date. 1/18/99 
HUITI-ZOUARS Huitt-Zollars, !nc./3131 McKinney Avenue I Suite &JO I La 105/Dallas, Texas 15204-2489/2141871-3311 'FAX 214/871-0757 January 14, 1999 Mr. Jim Pierce, P.E. Town ofAddison
Public Works Department P.O. Box 144 Addison, TX 75001 Re: Arapaho Road Dear Mr. Pierce: Enclosed are three copies ofthe January 6, 1999, revised shop drawings requesting permission
to change the manufacturer of the Controller and Video Detection System. There does not appear to be an issue with approving Econolite in lieu ofthe Peek signal equipment. However, it
should be noted that the controllers shown in the attached submittal do not correspond to the size specified in the Town of Addison Standard Specifications. The submittal does show both
the Type I and II TS-2 controllers, but does not clarify that this job will receive the Type I, TS-2 controller. I felt this should be brought to your attention so you could make exceptions
to the standard specifications or request Paradigm provide a controller cabinet that meets the Town requirements. I am returning the submittal for your review and comment. Please feel
free to call ifyou have any questions. Sincerely, 􀁾􀁗􀁌􀁌􀁁􀁒􀁓􀀮INC. 􀀴􀁾􀁾􀁾􀀠!4lui1 -TArs fk..1.1 Donna L. Manhart, P.E. Vice President Sio! drllAJlAf V􀁾􀁳􀀮􀁦􀁴􀀴􀀭􀀯􀁾􀀠I( --f/c.J-h'f
b-etn "¥IYlJY<L.l "r HlAitt-?:.."II,;s-, 􀁦􀁬􀀼􀁬􀁬􀀡􀁾􀀠rit;lv[i; 􀀫􀁾􀀠/V..t'If frf-tfl ::r +Ami. 􀁉􀁖􀁾􀀠􀁾􀁲􀁴􀀠J IAS!-ep w,f·i.... f'hl"; II' wt wP..14-􀁾􀀯􀁦􀀺􀀭􀁩􀀿􀀠h:\projlOllmOIYpOIl49!l.do
c DaUasl Fort V'k!rth I Houston t El Paso I Phoenix I Tustin I Ontario JAlbuquerqye 
HUITT ZOLlARS Huitt-Zollars, Inc. f 3131 McKinney Avenue I Suite 600 I LB 1051 Dallas. Texas 75204-2489/214{871-3311/FAX 214/871-0757 January 14, 1999 Mr. Jim Pierce, P.E. Town ofAddison
Public Works Department P.O. Box 144 Addison, TX 75001 Re: Arapaho Road Dear Mr. Pierce: Enclosed are three copies ofthe January 6, 1999, revised shop drawings requesting permission
to change the manufacturer of the Controller and Video Detection System. There does not appear to be an issue with approving Econolite in lieu of the Peek signal equipment. However,
it should be noted that the controllers shown in the attached submittal do not correspond to the size specified in the Town of Addison Standard Specifications. The submittal does show
both the Type I and II TS-2 controllers, but does not clarify that this job will receive the Type I, TS-2 controller. I felt this should be brought to your attention so you could make
exceptions to the standard specifications or request Paradigm provide a controller cabinet that meets the Town requirements. I am returning the submittal for your review and comment.
Please feel free to call if you have any questions. Sincerely, Donna L. Manhart, P .E. Vice President h:lprojlO 1177201\ipO 11499.doc Dallas I Fort Worth I Houston I EI Paso I Phoemx
I T ustm I Ontario' Albuquerque 
(817) 831·9406 P.o. Box 14509 (817) 831·9407 fax PARADIGM Ft. Worth, TX 76117 TRAFFIC SYSTEMS, INC. ------January 6, 1998 RECETVED Huitt-Zollars Ken Roberts JAN 61999 3131 McKinney Ave.
STE 600 Dallas, Tx 75204 Huitt-Zollars Re: Revised Submittals for Project 98-12 Arapaho Rd., Town ofAddison Dear Ken: Enclosed please find the revised submittals on the Traffic Signal
portion ofthe referenced project. We have consulted with the Town ofAddison about the substitutions ofdifferent types ofTraffic Controllers and Video Detection Systems manufactured by
Econolite in place ofthe Peek equipment previously submitted. We have discussed this substitution with the Town ofAddison, specifically Robin Jones, Jim Pierce, and Charles MitchelL
They don't seem to have a problem with Paradigm providing Econolite equipment. We have successfully demonstrated the Econolite equipment in the field at Midway and Dooley to Charles
Mitchell back in December 1998. Based on the foregoing, we 􀁾􀁥􀁳􀁰􀁥􀁣􀁴􀁦􀁵􀁬􀁬􀁹􀀠request that you allow us to make this substitution, as it will be in the best interest ofthe City.
Paradigm Traffic Systems is now the Econolite Distributor in the Texas and this substitution will allow Paradigm to continue to provide the support to the Town ofAddison that is required
for this type ofequipment. Please do not hesitate to call ifyou have any further questions we may answer. Michael N. Fiske President 
435 cope: ., _ ••.•I'PROvm -2. APPR01/EO AS NOlID (CORRECTAND 􀁒􀁾􀁾􀀡􀀧􀀢􀀢􀀢􀀢􀀠...l(. 3. APPROllEi)i\S IilOltD 􀀨􀁃􀁏􀁎􀁆􀁬􀁒􀁩􀁜􀁈􀁬􀁅􀁓􀁕􀀳􀁾􀀺􀀺􀀢􀁾􀀮􀀠; -􀁾􀁁􀁐􀁐􀁒􀀰􀀱􀀯􀁅􀁏(REVISE
liND RESUav,m SubIDittalCoverSbtll1ftirlfl 􀁾􀀦􀁾0 􀁾􀁌􀀥􀀹􀁅􀁾..􀁾􀀠􀁾􀀯􀀠AlE TO: Integrated Roadway Services, Inc. Reference: 􀁁􀁤􀁤􀁩􀁳􀁯􀁮􀁾􀁜􀁬􀁉􀁉􀁎􀁾􀀢􀀢􀀢􀀧􀀢􀀠􀁾􀀢􀀭.• 10701
Shady Trail Bid DatN'IIBOl8ltcmJES NOT 􀁒􀀢􀁬􀁦􀁾􀀧􀁖􀁣􀀠!Hf .'n'I-R'r-A ' fOR EBBORS AND 􀀢􀀧􀀺􀁲􀀮􀁾􀀢􀀨􀁾􀀢􀀢􀀢􀀧􀁉􀁉􀀮􀀢􀀠:.".. 􀁉􀁾􀀬􀀠I \ ,1'I..,lvA FROM <;::[S9Ul"!}H,"\' rDallas
Texas 75220 􀁣􀁏􀁎􀁔􀁒􀁭􀁳􀁰􀁾􀁭􀀱􀁬􀁬􀁲􀁙􀀠'-􀁜􀁊􀁪􀁜􀀬􀀺􀁾􀁾􀁈􀀮􀁩􀀧􀀧􀁊􀁇􀀠!l\: 􀀡􀁎􀁚􀁾􀁅􀀠􀁓􀁕􀁂􀁍􀁮􀁔􀀴􀁌􀁾􀀠􀀬􀀬􀁾􀁲􀀻􀀢􀀬􀀻􀁾􀀬􀀬􀀡􀀮􀀠, .J:llill1RACT· , fOR 􀁃􀁏􀀧􀁾􀁬􀁾􀁙􀁪􀁩􀁩􀁾􀀠>\iii}.!.
􀁲􀁈􀁾􀁦􀁬􀁅􀁑􀁕􀁉􀁒􀁅􀁍􀁾􀁤􀁳􀀠'Of'\'ii/,Attn: David Mirtaheri PROJECT lI:':AIapaho Road ' . . -, , ."; Ph: 214-352-1937 PTS! SO#: S98165 Fax: 214-352-1938 *10 Submittal Copies: 10
Sets ASA=After submittal approvals 􀁄􀁁􀁔􀁾􀀠/5LSM: 􀁏􀁾􀁌􀁬􀁖􀁾􀁒􀁙􀀠􀁏􀁁􀁔􀁾􀀠􀁆􀁒􀁾􀁉􀁇􀁈􀁔􀀠I SHIP VIA I F.O.B. I􀁔􀁾􀁒􀁍􀀵􀀠I CUSTOMER PO # PPD & Allow Best Wayl Origin Net 30'
5658 Addison6116/98 • I 60·90 Days "ASA DESCRIPTION• ITEM NO. i QTY! MFG. 1 CATALOG NO. I SIGNALS, VISORS AND OTHER EQUIPMENT Consisting of the following: i ,, 420 PEEKlTCT 3 Sec Sig
(12") clo: PllPL RYG signals, visors, & dUrolest lamps I 421 PEEKlTCT 4 Sec Sig (12") clo: PllPL RYG (FO left) signals, Visors, & durotest lamps I PEEKlTCT 4 Sec Sig (12") clo: PllPL
RYG (FO right) signals, visors, & durotest lamps I 422I I 423 PELCO BK-1003·C v Backplate (3 sec) 12" vacuum formed ABS plastic i ! PELCO BK-1004-C V' Backplate (4 sec) 12" vacuum formed
ABS plastic '424 PELCO AB0116·3·29A. )\stra Brae ;425 426 i IPELCO AB0116-4·29A" Astra Brae I 427 'ICC Ped Sig Sec (1 SEC 2 ind) Ped IDCllndieator Controls clo: includes pedestrian signal,
mounting hardware and lamps I I BELDEN v Belden 8281 Coaxial cable 428 PELCO SE·2013·08·P2 Ped Detect Pushbutton Station (SE·2013) and Sign (R10-4b) includes button with minimum of 51mm
(2") (5Q.8mm) actuation area 9" x12" Station _ ECONOLITE440 Nema TS·2 Controller Cabinet Assembly including 􀁾􀁾􀀠Autoscope Vehicle Detection System (4·inputs) 􀁾􀀠, 441 (shown on next
page) ULTRAK 1./9" B & W TV Monitor with ruggedized case and cables i I 442 ECONOLITE " Nema TS-2 Controller Cabinet Assembly including 16 ea. 2-Channel Detector Amplifiers & mode -i
446 "l:v c.hu -t. 􀁾􀀱􀁾􀀶􀁬􀀭􀁴􀀮􀀠sit,.."re. 􀁾􀁲􀁲􀀭􀁥􀁜􀀧􀁬􀁜􀀭􀁴􀁬􀁨􀀠tU:c...l'SS VlA. 􀁕􀂥􀁾􀁲􀀠...l.. f:) C. I £'\ r.i" '(,e. Page 1 of 2\ 1LeV\. C"<-" .. . :' IY"t'\l • Thank
you again for your order. IfI can be of any further assistance please call or send a fax. 77 ... , 
sub:m1tta1 CoverSheet TO: Integrated Roadway Services, Inc. Reference: Addison, Town of 10701 Shady Trail Bid Date 1-15-98 Dallas, Texas 75220 CONTROL 98-12 Attn: David Mirtaheri PROJECT
#: Arapaho Road Ph: 214-352-1937 PT8180#: S98165 Fax: 214-352-1938 *10 Submittal Copies: 10 Sets ASA=Ail:er submittal approvals DATE 􀁉􀁓􀁾􀁾􀁍􀁎􀁉􀀠DELIVERY DATE I FREIGHT I SHIP VIA
I F.O.B. ITERMS I CUSTOMER PO # 6/16/98 60-90 Days "ASA PPD & Allow Best Way Origin • Net 30 5658 Addison J • ITEM NO. OTY MFG./CATALOG NO. DESCRIPTION I Autoscope Vehicle Detection
System : -441 ECONOLITEICOHU Specification cut sheet for TC590 Series High Resolution CCD Cameras I ECONOLITEICOHU Specification cut sheet, Camera Lens Guide I : ECONOLITEICOHU Installation/Operation
Manual for camera enclosure mounts I, iECONOLITEICOHU Installation/Operating Instructions for TC9380S Series camera ! sunshields -ECONOLITEICOHU Installation/Operating Instructions for
TC1315B & TC1319B Series 3-inch diameter Camera housingsSpecification cut sheet for for the CX Series Surge suppressor. (CX06BNCY) EDCO ..iDesigned specifically for CCN, Data and Audio applications i Brochure for Autoscope Vehicle Detection
System !447 ECONOLITE-Cut sheet for Autoscope Vehicle Detection iECONOLITE ! I Autoscope Vehicle Detection Interconnection chart ECONOLITE ACU Hardware block diagram !ECONOLITE !ECONOLITE
Processing Diagram ! ECONOLITE typical camera field installation dwg ,ECONOLITE i62 Pin 110 cable Assembly i448 , I I Camera interface panel 449 ECONOLITE 450 ECONOLITE BNC Connector
451 ECONOLITE Power Conditioner for Autoscope Vehicle Detection !PLEASE NOTE: These items are being ISSUED FOR APPROVAL! ,prompt approval and return of approved copies to Paradigm Traffic
i Systems. Inc. will ensure taster delivery of all equipment. : Page20f2 Your OFFERED BY: Thank you again for your order. IfI can be of any further aasistance please call or send a fax.
Terry Orrick Paradigm TraffiC Systems, Inc. 
N EMA TS2 Standard "The Intelligent Cabinet" Highlights • Specifies coordination, preemption, time base control, and automatic flash operation. • Enhances traffic safety through redundant
MMU function. • Establishes diagnostics for detectors and aU cabinet electronics. • Defines open architecture for future ATMS IIVHS I ITS cabinet equipment. • Specifies aU connectors
in cabinet for hardware interchangeability. • Avoids manufacturer specific 0 connector. • Defines telemetry signal. • Enhances user interface. • Makes provision for 64 detectors. • TS2
Type 1 simplifies cabinet wiring with SDLC serial bus. • TS2 Type 2 maintains downward compatibility with TS1. • To be augmented by NTCIP for system-level standardization. Benefits of
TS2 Standardization and multiple sourcing TS2 specifies controllers and cabinets more fully than the TSI or 170/179 standards by covering auxiliary functions such as coordination, preemption,
time base control, and automatic flash. Connections and communications inside the traffic cabinet are now fully specified. There is no more need for a manufacturer specific D connector,
as used in some pre-TS2 controllers. System-level communications with devices outside of the traffic cabinet, such as system masters, will be fully specified by the NTCIP protocol, which
is expected to becomc available by the end of 1995. Also, for the first time, TS2 standardizes the mechanical dimensions ofNEMA cabinels and specifies the foundation for base mounting.
The higher level of standardization provided by TS2 makes it easier for agencies to multiple-source controners and cabinets, to upgrade from one model to another, and to interconnect
cabinets from different manufacturers on the same system via standardized telemetry. Enhanced safety and reduced liability TS2 assures substantially safer operation than the older TS
I or 170/179 standards. It also establishes diagnostics, which are not part of these standards. In combination, improved safety and the availability of diagnostics reduce liability exposure
exposure to agenCies. The associated dollar savings alone more thanjustify the switch to TS2. Safety is enhanced in the following ways: o Simplified cabinet wiring The SDLC data bus
eliminates most of the point-to-point wiring and thick wiring harnesses inside the traffic cabinet. This reduces the chance for wiring errors and problems associated with electrical
connections. The traffic cabinet becomes simp!er and more reliable. o Redundant MMU function A TS2 controHer can put an intersection into flash if the MMU fails to do so, thus providing
redundancy of the MMU funclion. ThIs represents a significant enhancement of traffic safety. The TS2 controller is able to "see" the load switch outputs through the eyes of the MMU via
the SDLC bus. This feature is not provided by the TS I or 170/179 standards. The normal CMU only monitors the output ofthe load s witches and has no way to communicate this infonnation
to the controHer. o Program verification The controller and MMU verify each other's programming via the SDLC bus, with a data exchange every 100 msec. The controiler will maintain an
intersection in flash as long as its own program conflicts with that in the MMU. In case of a TS I or 170/179 cabinet, the problem would only have been detected foHowing an actual conflict
at the load switch level during on-street operation. 
. Three types of !lbinet supported by TS2 controller . ::.::: .....-...... 􀁾􀀠.. ,. . 􀀢􀁾􀀮􀀢􀁾􀀮􀀧􀀮􀀢􀁾􀁾􀀧􀁾􀀮􀀧􀀶􀁾􀁾􀀮􀀢􀁾􀀧􀀢........,. ......􀁾􀀠..... -.. .. _....................
􀁾􀀠.... 􀁾􀁾􀀮................􀁾􀀠.... 􀀭􀀮􀁾􀀮􀀭􀀭TS2 Type 1 : the pure TS2 cabinet The thick A, B and C cable harnesses of TSl have been replaced by an SOLC serial data bus, which
operates at 153,600 bps and provides two-way communication between all cabinet components. The serial bus interface to detectors and load switches is via Bus Interface Units (BIUs).
Use of the serial bus overcomes the pin limitations of TS1, simplifies cabinet wiring, enhances reliability, allows virtually unlimited cabinet expansion, and provides a standardized
interface to as yet unspecified future devices. A manufacturer-specific 0 connector is no longer required. This, combined with standerdization of auxilialY functions such as preemption,
facilitates multiple sourcing of controllers. The serial bus also allows cabinet level diagnostics, diagnostics, which represent a major safety enhancement. The controller and Malfunction
Management Unit (MMU) verify each other's programming and operation. Each can put the intersection into flash in case of discrepancy, thus providing redundancy of the MMU function. A
point-to-point wiring harness is retained to allow the MMU to monitor the load switch outputs . DDD.D ·..... 􀁾􀀠.................... ·. 􀁾􀀠............................ . ·.. " ..............
............. 􀁾􀀠.. .. .. ... .... 􀁾􀀠........................... .. 􀁾􀀠TS2 Type 2: a hybrid T'""'''''OS2 cabinet In this hy . cabinet, the controller provides bo e SOLC serial interface
of TS2 an e A, B and C nectars of TS1. As a minimum, the sen used to interconnect e ontroller and MMU, thus e aneing afely through the redu t MMU mo' ring function. In e typical Type
2 caIb net, the se' deta bus is also used for the da ors, since the BIUs provide a easy interface for up to 64 det ors. The A, B and C connectors be used to interface the controller
detectors, load switches and auxilialY equipment e Type 2 configuration was included in the TS2 Standard because it provides an upgrade path for existing TS1 installations. Even though
this is not mandeted by TS2, Econollte's Type 2 controllers can be used in a pure Type 1 cabinet, whieh bypasses the A, Band C connectors and makes all controller sigal connections via
the SDLC serial bus. DODD ....................................... ·.................................. . Downward compatibility with NEMA TS1 A TS2 Type 2 controller with A, Band C connectors
can be installed in a standard TS1 cabinet with a CMU and serve as a TSl controller spare. The manufacturer specific 0 connector associated with a TS 1 contreller may be avoided, since
TS2 allows input and output pins to be reassigned through software. Type 2 controllers allow 24 input and 24 output pins to be reassigned. When a TS2 controller is installed in a TS1
cabinet, many of the special features of TS2 will not be availabie, ing function and cabinet-level diagnostics. These require use of the bidirectional SOLC serial data bus. In addition
to the Type 2 controller, many TS2 cabinet components will also work in a TS1 cabinet and can serve as TS1 spares. A TS2 MMU can Serve as a TSl CMU. TS2 rackmount detectors, load switches,
flashers and flash relays can be used in a TS1 cabinet. ....................................... such as the redundant MMU monitor.... .. ... .... .. .. . . .. .... . . . 􀁾􀀠... 􀁾􀀠...
.. 
o Output monitoring The MMU can compare the output of all load switches to tileir programmed input, as transmitted to the MMU via the SOLC bus. In case of discrepancy, the MMU can put
the intersection into flash. This feature is implemented in MMUs by Econolite. Under TSl, the CMU only monitors the output of the load switches for conflicting movements or the absence
of reds. This is a more limited test, which leaves many failure modes undetected. Most Type 1701179 cabinets do not even monitor the absence of reds. o Clearance time monitoring The
MMU times the interval between the end of an active Green and the beginning of the next conflicting Green, also the duration of each Yellow Change interval. Ifthese times are too short,
the MMU puts the intersection into flash. Under the TS 1 or 1701179 standards, the CMU does not have to time these intervals, and there is then no way for an agency to disprove the allegation
of a missing or short Yellow in cao;e of a traffic accident. o AC power monitoring The MMU recognizes a low AC voltage condition below 95 Vrms, in which case it places the intersection
into flash. It will only return the intersection to Donnal operation once all cabinet components can operate safely. Intelligent handling of AC power prevents a brownout from latching
a failed condition, which would require a needless trip to the intersection for manual reset. o Cabinet-level diagnostics TS2 specifies thorough self-test diagnostics for the controller
and MMU, ongoing mutual checking of the controller and MMU, and verification of the SOLC data bus by both the controller and MMU. TS2 also allows ongoing verification of load switch
performance. In the event of failure in any of these areas, the MMU or controller can put the intersection into flash. TS2 further specifies detector diagnostics and makes provision
for logging. o Detector health monitoring Proper operation of each detector is continually monitored by the controller via the SOLC bus, thus averting traffic problems due to unreported
detector failures. SOLC bus data frames are specified for normal operation, watchdog failure, open loop, shorted loop, and excessive change in inductance. In adrlition, detector diagnostics
specified for the controller include no activity. maximum presence and erratic output. o Provision for failed detector In the event of failure, TS2 detectors will put out a constant
call and also output a fault status message to the controller, which can then take appropriate action. Detectors used in TS I and Type 1701179 cabinets may fail in the open mode, which
can result in a phase not being served and in major traffic tie-ups. o Logging by controller TS2 specifies two logs or reports: the Detector Report for a minimum of 50 failed or on-line
detector status changes; and the Events Report for a minimum of 100 controller events. Econolite's TS2 controllers also include an MMU Report, which captures the detailed intersection
status for a minimum of 16 MMU flash events. All logged data is time and date stamped and is stored in non-volatile memory of the controller. o Provision for log retrieval Logged data
can be viewed on the alphanumeric screen of the controller or can be output to an external printer or computer via the RS-232 port which is specified by TS2. Logging or the RS-232 port
are not specified by TS I and are not available with some TS 1 controllers on the market. Path to expansion and innovation A near-term benefit ofTS2 is that it makes provision for up
to 64 detectors. Such a large number is a1rcady practical with Econolite's Autoscope™ wide area video vehicle detection system, which allows multiple detectors for each approach and
more advanced control strategies. In case of TSI, which is pin-limited, more than eight detectors can only be accommodated with a controller configuration that is outside of the standard.
A long-term benefit of TS2 is that the SOLC bus creates an open architecture, which allows virtually unlimited cabinet expansion and the interface to as yet unspecified future equipment.
The systems interface interface is also standardized, and in combination with the pending NTCIP standard will extend the open architecture to the systems level. With TS2 and NTCIP, )
the traffic control system of the future will be able to integrate traffic cabinets by different manufacturers as well as nontraditional traffic control equipment, such as variable message
signs. In combination, TS2 and NTCIP will open the door to the new world of ATMS and ITSIIVHS applications. The TS2 Standard provides a "technology platform" which will not be obsolete
in the foreseeable future. It assures that users will get the full value and life expectancy from their investment without being forced into premature upgrades or replacements. In due
time, older, less capable traffic control equipment will go the way of 33 RPM records, 8-track tapes, and 5 114" floppy disks. Background of TS2 The TS2 "Traffic Controller Assemblies"
Standard was approved by NEMA in March 1992. It represents the first major update of the familiar TS I "Traffic Control Systems" Standard, which was issued in 1975, reissued in 1983,
and reaffirmed for another five years in 1994. TS 1 set minimum requirements for safe and effective traffic controllers, conflict monitors (CMUs), loop detectors, load switches, flashers,
and terminals and facilities. Its provisions encompass environmental and AC power specifications, functional specifications for two through eight-phase actuated controller operation,
and the pinout of cylindrical A, B and C connectors of the controller. TS 1 has received widespread support. It has served the traffic community well over the past 20 years, but limitations
have become apparent as traffic control strategies evolved. TS1 limitations in standardization TS I did not specify auxiliary functions such as coordination, preemption, time base control,
automatic flash, diagnostics and telemetry. These functions have been implemented in different ways by different manufacturers using a proprietary D connector and a telemetry connector,
resulting in lack of interchangeability of equipment between manufacturers. TS 1 also did not specify the user interface, diagnostics or event logging. As a result, some TS 1 controllers
on the market are deficient in these areas. 
TS1 limitations in safety and liability While the CMU specified by TS I assures a high degree of safety, there is room for improvement for today's litigious society. The CMU only looks
for conflicting Green, Yellow and Walk signals, and for the absence of voltage for Red. Signals are only detected at the output of the load switches. There is no monitoring of the duration
of Yellow Change intervals, and a short Yellow is often alleged in case ofa traffic accident There is no verification of proper cabinet operation upstream of the load switches, and there
is no backup for the CMU in case that it malfunctions. TS1 limitations due to pinout and wiring The pinout and point-ta-point wiring specified by TSI bave proven to be a limitation to
expansion and technical innovation. Even though there are a total of 171 pins on the A, B, and C connectors, many functions assigned to these pins are /typically unused. There can only
be a maximum of eight phases with one vehicle detector and one pedestrian detector per phase. The point-to-point wiring .lso results in thick cable harnesses, which are difficult to
work with and in a large numher of electrical connections, all of which are potential failure pOints. The TS2 solution The TS2 Standard was developed to fill in the omissions of the
TS I Standard, to assure more interchangeability of equipment between manufacturers, to enhance safety, to provide cabinet-level diagnostics, to upgrade the user interface, to allow
cabinet expansion, and to provide for future innovation while at the same time offering a path for downward compatibility with existing TS I equipment Two types of TS2 cabinets are defmed:
Type I, where a high-speed, bidirectional SDLC serial data bus interconnects all cabinet components, and Type 2, where the serial data bus is augmented by the A, S and C harnesses of
TS l. An EconoIite Type 2 controller provides upward and downWard compatibility, since it can be used either in a Type I or TS I cabinet. r A clean TS2 Type 1 cabinet by Econolite Highlights
of TS2 TS2 Standard by section 1_ Definition of terms 2. Environment Specifies operating temperature (-34°C to +74°C). operating power (89 135 VAC, 60 ± 3 Hz), power interruptions, transients,
shock and vibration. The brownout limit of 89 VAC is a substantial improvement over the 95 VAC limit ofTSl. 3. Controller Unit (CU) Defines four controller types: Type I or Type 2, actuated
or pretimed. Defines Port I (SDLC port for serial communications within cabinet), Port 2 (RS-232 port for interface to printer or PC) and Port 3 (system interface using four-wire full
duplex FSK telemetry at 1200 bps). Specifies pinout of A, B and C connectors for Type 2 operation. Allows seldom-used pins to be reassigned by selecting one of eight YO modes. Defines
functions which were not covered by TS I, including time base control, coordination, preemption, automatic flash, system functions, hardware diagnostics, detector logging, and event
logging. 4. Malfunction Management Unit (MMU) Assures interchangeability ofunits by different manufacturers and downward comp _.,'itity with TS I. Specifies 12 and 16channel versions.
Specifies checks of AC power failure, power brownout, conflicting channels, absence of Red voltage, duration of Yellow Change and Red Clearance intervals, controller watchdog timeout,
and +24 VDC voltage. 5. Terminals and Facilities Assures uniformity in cabinet layout and field terminal labeling. Specifies BIU for interface to SDLC bus. Makes provision for 16 BIU
addresses. Specifies pin functions of BlUs 1-4 for load switches, preemption, ped calls, automatic fla;h, dimming, hold, recall, force off, plan select and other controller YO functions.
Specifies pin functions of BlUs 8-12 for up to 64 detectors. States that use of a BIU-interfaced detector rack is optional in a TS2 Type 2 cabinet. Reserves spare BIU ad· dresses and
pins for future expansion and manufacturer-specific functions. 6. Auxiliary Devices Specifies minimum requirements for load switches, flashers and flash transfer relays. Specifies four
rack-mount detector types: 2-channel or 4-channel, with or without delay/extension timing. Specifies a health status output for each detector channel: normal operation, watchdog timeout,
open loop, shorted loop, and excessive change in inductance. Assures thatTS2 detectors, load switches, flashers and flash transfer relays are usable in a TS I cabinet. 7. Cabinets This
section, which is not found in TS I, sets mechanical standards for aluminum and steel cabinets. Defines six cabinets ranging from 24" to 72'· in height. Specifies foundation for base-mount
cabinets to facilitate replacement of cabinets by different manufacturers. 8, Bus Interface Unit (BIU) Specifies dimensions. power, environment, connectors and pin assignments for this
plug-in unit, which interfaces the SDLC bus to a terminal and facilities haekpanel or detector rack. 950221 6202-10098M-OO 3360 E.·La Palma Ave., Anaheim, CA 92806-2856::;;; ECCNCLITE
P.O. Box 6150, Anaheim, CA 92816-0150 􀁾CONTROL PRODUCTS. INC Phone: (714) 630-3700 FAX (714) 630-6349 
:;ECONOLITE 􀁾CONTROL PRODUCTS. INC. AUTOSCOPETM Image Sensor Econolite is pleased to introduce the first video Image Sensor optimized for the best video vehicle detection performance
possible in all prevailing lighting and weather conditions. Features • Designed for traffic applications • High resolution for accurate detection over wide area field of view • High
sensitivity to visible and near infrared for accurate detection at low light levels (0.04 lux) • Auto-iris lens and automatic gain circuitry for improved operation in varying lighting
• No streaking or blooming from bright light sources • All solid state design with CCD IC chip sensor for maximum reliability • Optimized for operation with AUTOSCOPE • Two-year warranty
• Light weight and small sail area to minimize load on arm or pole • Includes sealed housing, sunshield, and mounting bracket for outdoor installation Image Sensor installed on lurninaire
Image Sensor with mounting bracket 
Specifications AUTOSCOPE Image Sensor Imaging Device 1/2" interline transfer microlens CCD Video Formats Supported RSl70andCCIR Resolution RS170: 580 Hor. TVL, 350 Vert. TVL CCIR: 580
Hor. TVL, 450 Vert. TVL Synchronization AC power line lock Sensitivity Full video, no AGe: 0.65 lux 80% video, AGC on: 0.04 lux 30% video, AGe on: 0.008 lux Automatic Gain Control 20
dB, only applied when iris fully open Damped 1.0 second operation Automatic Iris Damped O.25-second operation Gamma 1.0 Power RSI70 115 VAC 60 Hz CCIR220VAC 50Hz Housing Beige painted
alnminum with removable end faces, sealed to prevent moisture entry, with 18-pin Bendix MS connector at rear for all electrical connections Sunshield Beige painted aluminum with cradle
allowing rotation of housing relative to cradle. Includes drip guard at front edge Mounting Bracket Painted aluminum with stainless steel bnlts for pole or mast arm mounting with steel
banding Ambient Temperature limits -40 deg F to + 140 deg F Humidity Limits Up to 100% relative humidity per MlL-E5400T para. 3.2.24.4 Vibration and Shock Suitable for pole or mast arm
mounting Acoustic Noise Can withstand 150 decibels continuously for 30 minutes Altitude Limit 10,000 feet Air Contaminants Withstands exposure to sand, dust, fungus, and salt atmosphere
per MIL-E5400T, para. 3.2.24.7, 3.2.24.8, and 3.2.24.9 EMI Emissions Complies with FCC rules, Part 15, Subpart J, for Class A devices Weight Less than 10 pounds, including housing Available
Auto-Iris lenses 6mm fl.2, 8mm f1.4, 12.5mm f1.4, and 16mm fl.4 Dimensions Mounting: 3 each 114-20 threaded holes Housing: 3" diameter, 12" long Sunshield; 4.5" diameter, 15" long Standard
Cables Available 10' power+video with connector 30' power+video with connector 60' power+video with connector For lengths over 60', use Belden 8281 Or West Penn P806 for video and suitable
power cabling to minimize AC voltage drop. Make a maximum of one entry per 􀁰􀁯􀁳􀁩􀁾􀀠ticn and separate by hyphens. Example: AS-CAM-FX.X-CXX-Y position 1: Base model number AS-CAM ;
Model number of basic image sensor Position 2: Focal length of line F6.0=6mm F8.0;8 mm F12.5; 12.5 mm F16.0 = 16.0 mm Posnlon 3: Cable length C10; 10 tt C30; 30 tt C60; 60 ft Position
4: Scene light level 0; below 0.05 lux 1 ; aboVe 0.05 lux 941019 􀀶􀀲􀀰􀀷􀁾􀀱􀀰􀀰􀀹􀀰􀁍􀂷􀁏􀁏􀀠3360 E. La Palma Ava., Anaheim, CA 92806-2856 P.O. Box 6150. Anaheim, CA 92816-0150:;;;
ECONOLITE Phone: (714) 630-3700; FAX (714) 631)-6349􀁾CONTROL PRODUCTS. INC. 
iii ECONOLITE .=. CONTROL PRODUCTS. INC. Features •􀁾􀀺􀀺􀀬􀁲􀀺􀀻􀁦􀀧􀁥􀁴􀁥􀁉􀁙􀀠Weather-fu.vYll 6' h • Flexible Interior Layouts • Available in Steel or Aluminum 55" CABINET • Easy
Access • Wide Variety of Options KCABINET 49" CABINET 77" CABINET 24" CABINET 3S"CABINET 
Econolite's line of cabinets and cabinet accessories encompass all that is required to attain attractive, durable, easy-access housing for today's complex intersection control equipment.
Six sizes ofstandard cabinets are presently available, each offering its own special features, and are available in aluminum or steel. Econolite offers two types of cabinets: l. Sheet
steel (49, 55, 77) -constructed of 14 gauge copper bearing sheet steel, all welded construction. 2. Sheet aluminum (24, 36, 49,55,77) -constructed of 118" thick sheet aluminum, all welded
construction. The 24", 36", and K models may be mounted on either wood or steel poles with the wood pole plates or steel pole 24" Cabinet . clamps which are regularly supplied, or they
may be mounted on 4 112" 0.0. pedestals by means of a pedestal adapter supplied at extra cost. All other cabinets are anchored directly to a concrete footing. These cabinets come without
floor to allow a greater latitude in conduit location and provide easy access for conductor conductor connection. Floor supports are provided in all base-mounted cabinets. All cabinets
have full width doors that are properly fitted and gasketed to assure complete weatherproofing. A small "police door" that provides access to a switch panel is conveniently located in
the door of all cabinets. The main doors on all pedestal-mounted cabinets are securely locked by means of 36" Cabinet HEIGHT WIDTH DEPTH LD. 0.0. LD·IO.D. 1.0. 0.0. 25.88 26.00 17.00
17.50.14.00 15.00 HElGHT WIDTH DEPTH 1.0. 0.0. 1.0. 0.0. I 1.0. 0.0.• 39.75 40.00 24.0°1 24,50 16.00 􀀱􀀷􀀮􀀲􀁾􀁊􀀠! . K Cabinet 55" Cabinet I i HEIGHT WIDTH DEPTH 1.0. 0.0. 1.0. 0.0.
1.0. 0.0. ........_.... 17.0050.75 51.00 26.75 27.25 16.75 HEIGHT WIDTH DEPTH 1.0. 0.0. 1.0. . 0.0. 1.0. .0.0. 1 54.75 55.00 43.75 44.25125.75126.00 CIL+--1--+ II 55" & 77" Cabinets
I 18.5" t 􀁾􀁌􀀭􀀭I 6204-10025M-GO 930125 tumbler lock. All base-mounted cabinets are locked at three poims which operate from a large easy operating handle that is released by a standard
tumbler lock. All "police doors" are locked with a standard police-type lock and key. 1\vo keys are furnished with each lock used. The doors on all base-mounted cabinets have large louver
areas ro provide natural ventilation. There is a furnace-type filter located on the inside door. All base-mounted cabinets are equipped with bar-type stops so that doors may be held
in either of two positions to facilitate maintenance. Standard cabinet mounting accessories are available as options on all cabinets. 49" Cabinet HEIGHT I WIDTH DEPTH 1.0. 0.0. LD. 0.0.
1.0. 0.0. 48.75 • 49.00.28.7530.25 16.63 16.88 77" Cabinet I.D. 76.5076.7543.7544.25125.88 26.00 WIDTH DEPTH 0.0.11.0. 0.0. I.D. i0.0. CIl--+-'-149" Cabinet 12.37" 􀁾􀀠I 3360 E. La Palma
Ave., Anaheim, CA 92806-2856iii ECONOLITE P.O. Box 6150, Anaheim, CA92816-0150 .:::::;;. CON T R 0 L PRO DUCTS. INC. Phone: (714) 630-3700; FAX (714) 630-6349 
iii ECONOLITE .;;:;:;;, CONTROL PRODUCTS, INC:::, AUTOSCOPf2M Advantages Easy Installation .Cameras mount on existing luminaires, poles, signbridges, or overpasses • No detectors required
in the roadbed • No traffic disruption or lane closures required • Only video and power connections are required to each camera, and video link can be done "wireless" with low power
microwave • Complete installation can be done more rapidly than loops Outstanding Flexibility • Detectors can be placed anywhere in camera field of view on: • Pavin9 • Gravel or sand
• Steel plates covering trenches • Railroad tracks • Detectors can be moved in minutes by authorized personnel • Detectors are tuned automatically by built-in software • Detector operation
can be verified visually at any time Complete Wide Area Detection • Stopped vehicle detectors .Vehicle presence detectors (like loops) • Directional vehicle detectors • Vehicle count
detectors • Vehicle speed sensors • Boolean logic for user-customized detection • Red/Green phase-phase-dependent logic Automated Traffic Data Collection • Station detectors record data
every 10,20,30 seconds or every 1,5, 15, 30, or 60 minutes • Count vehicles by length class -Cars • Single-unit trucks • Semi-trailer trucks • Measure average detector percent occupancy
• Measure average time headway between vehicles • Measure average vehicle speed Automated Incident Detection • Detects stopped vehicles on roadway or shoulders • De"'cts rapid reductions
in speed coinciding with increases in occupanc;y lane-by-Iane • Automatically displays video for incident verification • Minimizes both installation and operating costs • Expedites response
to incidents Field Proven Product with Low Technology Risk • Enabling technology for IVHS • Open architecture facilitates integration into ATMS • Delivers fully automated wide area detection
with video surveillance at low cost • Largest installed base with over 200 sites at over 30 user agencies worldwide • Working today in rain. snow, fog, and lightning-both day-time and
night-time .Continuing software enhancements assure capability for tomorrow's requirements 970514 6207·10056M·07 3360 E. La Palma Ave" Anaheim, CA 92806-2856 P. 0, Box 6150, Anaheim,
CA 92816-0150iii ECCNCLITE Phone: (714) 630-3700. Fax (714) 630-6340 􀁾CONTROL PRODUCTS, INC, 
The Loop Emulator video vehicle detection system The Autoscope 2004LE uses video imaging to provide a cost-effective, reliable alternative to inductive loops for vehicle detection at
intersection or count station applications. The heart of the wide area video detection system is a machine vision processor, which accepts the video input from up to four image sensors
overlooking the roadway.This allows the 2004LE to handle up to four approaches in an intersection application and multiple lanes and directions in count stations applications. The Autoscope 2004LE processes
the incoming video data in real time and outputs detection signals directly to the controller. The Autoscope 2004LE, a streamlined version of the standard model 2004, is available as
an Intersection 2004LE or Count Station 2004LE, with each version optimized for a particular type of application. Benefits • Cost Effective The Autoscope 2004LE provides an economical
altemative to loops; especially when a large number of detection zones are required. • Easy Installation and Modification Installing video detection does not interfere with the roadway
surface or traffic flow. Modification to satisfy changing detection requirements is also easy to accomplish. • Reduces Maintenance Costs Video detection eliminates the need to maintain
and replace failure prone imbedded loops, reducing maintenance budgets and improving road surface integrity. *lncludes all Autoscope units. • Site flexibility The versatility of the
Autoscope 2004LE allows it to easily adapt to changing detection requirements. Video detection is unaffected by road surface conditions. Detection remains fully operational even during
road construction or repair. Video detection is often feasible and economical at sites where it is impractical to install inductive loops. • Compatibility The Autoscope 2004LE is compatible
with both NEMA TS lrrS2, Type 170/179. and 2070 ATe controllers. The unique features and flexibility of the 2004LE are ideal for advanced traffic management applications. 
AllloscopeTM2004LE _ Area VIdeo Vehicle 􀁄􀁥􀀢􀀮􀁉􀁾􀀮􀀧􀀵􀁹􀁳􀁉􀁥􀁭􀀠Specifications Power 0115 VAC. 60 Hz. 20 W(0.2SA) -230 VAc, 50 Hz. 20 W(0.12A) Video Input/Output oNTSC. RS-170,
PAL. CClR oFour video BNC coaxial connector inputs for detection and one for surveillance video. -One video BNC video out connector. Communications -Com I: RS2321RS422 9--pin male D
connector. -Port I: RS485 NEMA TS2 15-pin female D connector. Detection Outputs 032 ouputs, open collector, 50mA sink, 10k pull-up resistor to 24V. 37-pin female D connector (configurable
as pull-down resistor). -Compatible with all traffic controllers: NEMA TSI. NEMA TS2 (Iype I and Type 2),170, 179,2070 ATC, SCATS, SCOOT, and others. 04 racks of 16 detector outputs,
RS-485 IS-pin female D connector. External Inputs 032 red and green inputs for 16 phases. 37-pin male D connector with TSI. -16 inputs with TS2. Features Dimensions -127mm high x 292mm
wide x 178mm deep. 5" high x liS' wide x 7" deep. Weight 03.2 kg, 7 Ihs. Environmental __34" C to 74" 74" C o()% to 95% Relative Humidity. Supervisor Components 'Desktop, portable, or
notebook PC. ·Optional digitizer for real time video. -Supervisor software and Getting Started Guide. -Video/communications cable. Adcfdional Components -Installation Guide. 'User's
Guide. 'Tutorial Manual. oTutoriai video cassette. Product Support/Warranty -Two-year warranty. oBacked by a trained team ofAutoscope tecboical support specialists. Intersection Version:
Up to 60 presence detectors which can be used with logical function operators including AND, OR. NAND and N of M, plus delay and extend timing. Count Station Version: I to 60 count and
speed detectors which can be used with speed alarms for traffic flow monitoring. Speed Alarm: Provides tri-state output for user defined high, medium, and low speed ranges. It also allows
an alarm to be set when there is an increase or decrease in speed beyond a user-specified threshold. For road intersection safety, provides an extended green for high-speed. long vehicles.
Detector Stabilization: Provides detector stabilization to minimize or eliminate the effects of image sensor motion. APPLICATIONS The Autoscope 2004LE is ideal for: • Intersection/count
station. ramp control/freeway applications. • Problem detection sites such as bridges. tunnels. rail crossings. or during construction. • Both permanent and temporary installations.
• Where detection is needed on multiple approaches or traffic lanes. • Anywhere advanced traffic management is necessary, at an affordable price. Phone: (714) 630-3700 Fax: (714) 630·6349
1-800-295-1999 1-8OQ..273-0554eECDNDLITE 3360 E. La Palma, Anaheim. California 92806--2856 .;:-. CON T R 0 L PRO D U C T 5, INC. P.O. Box 6150,Anabeim, California 92816·0150 %0230 6213·10l17M-Ol

What Does Autoscope™ Do? What is machine viSion? Machine vision, also known as image processing or artifiCial vision, is a technology Ihat combines video imaging with computerized patlem
recognition. By using video cameras and computers to emUlate the function of the human eye, machine vision Oilers a platform for countless real-life applications. In 1987, we demonstrated
the first working traffic application of machine vision, The goal was to allow wide-area vehicle detection and traffic pruameter extraction without the high installation and maintenance
costs of embedded sensors. In the subsequent years, the Autoscope '" technology was refined to meet customer demands for features, pertormance, new functions, and affordability. TOday's
fourth-generation Autoscope '" is designed to support the complex applications required by intelligent transportation systemsat an overall COSl that compares favorably with older, less
capable technologies. The core of the Autoscope ,. detection system is an image processor a box that contains the microprocessor-based CPU, specialized image processing boards, and software,
to analyze video images. The unit fits in an outdoor traffic cabinet and accepts video signals from multiple roadside video cameras. Using a mouse and interactive graphics, the user
sets up Autoscope '" by placing "virtual detectors" on the video image displayed on a monttor. Each detector represents a zone -either a wide-area zone or a short zone that in the simplest
form emulates an inductive loop. For most practical applications, there is virtually no limij to the number of zones (100 or more) thai can be assigned to an Autoscope '" processor.
These detection zones are distributed among the cameras 10 meet the needs of traffic applications. Once the system is set up, a detection signal is generated each time a vehicle There
are two main reasons to choose Autoscope'" over 􀁴􀁲􀁡􀁤􀁾􀁩􀁯􀁮􀁡􀁬􀀠detection systems: Cost-effective, reliable performance Autoscope ,. is dependable, economical, and versatile. It
has gained wide recognition over other technologies for conventional and ITS (IVHS) applications. The new Autoscope'" 2004 is priced even more competitively than previous models, thanks
to the use of integrated components and higher-volume manufacturing. crosses one of these virtual detectors. The Autoscope 􀁾􀀠processor analyzes Ihe incoming video images to generate
traffic data such as volume, speed, occupancy, headways. queue lengths, and vehicle classification. Information from the various zones can be combined into logical operations (AND, OR,
NAND, N of M). The detection signal can be delayed or extended, or system behavior can be enabled and disabled by the phasing state of the controller. This versatility makes it easy
to use Autoscope,. for many different applications, ranging from sophisticated traffic-flow analysis to management and planning. The new Autoscope '" 2004 works with existing computer
systems and network architectures. Optional ScopeServer'" for Windows'" software makes it economical to to develop and run applications that use Autoscope '. output for traffic and ramp
signaling, incident detection, and other functions. Above all, Autoscope'" is a proven system with inslallations at hundreds of sites in North America, Europe and the Far East. Image
Sensing Systems, Inc. Image SenSing Systems (ISS), the company behind Autoscope '., is a specialized research and development firm with expertise in image processing, hardware and software
design, and traffic management and control. ISS codeveloped the Autoscope'" technology with the University of Minnesota, and funding assistance from the Minnesota Department of Transportation
and the Federal Highway Administration. ISS has a strategic alliance wtth Econoltte Control Products, Inc. in Anaheim, CA for the production and distribution of Autoscope '" in the United
States. 
Freeway Hourly Traffic variation , 1 2 3 • $ 6 7 8 , • n a 13 􀁾􀀠15 􀁾􀀠n t. a 3 􀁾􀀠􀁾􀀠􀁾􀀠TIme of Day {Hours) 24 Hour. Hourly Freeway Volumes by iane collected by Autoscope. 􀁾􀀠Franklin
Ave. Intersection Turning Movements, collected automatically by Autoscope,-+
􀁬􀀱􀁩􀁾􀀠.-AUtoscope'" 2004 THE FOUR I H A COS! Efficient Solution. The new Autoscope ,. 2004 brings the advanced technology of wide area video vehicle detection into the marketplace
at a cosl·effective, affordable price thanks to the use of integrated components and higher·volume manufactunng. GENERATION Autoscope" is a proven system that allows freedom from the
maintenance and costs involved with the use of inductive loops. Autoscope,-brings !raffc management In the next level of efficiency. Serial Communications Video Inputs (NTSCIPAL) Detection
Outputs Traffic Data storage(Non-VolatileMemory) TS2 Communications Surveillance Video Input Phase Inputs (IntersectionApplications) Power (1101220V) WideArea Video Vellide Delec!ic'll
SW G.;: ECONOLITE 􀁾CONTROL PRODUCTS, INC. 3360 E. La Palma Ave. Anaheim, CA 92806-2856 PIlone, 1-800-295-1999 Fax, 1--800-273-0554 I II 
THE AUTOSCOPETM SYSTEM OF WIDE AREA VIDEO VEHICLE DETECTION A typical Autoscope 􀁾􀀠wide area detection parameters (such as vehicle counts, speed, to retrieve traffic data from the Autoscope
,system is shown below. One or more video or vehicle presence). The Supervisor memory or it can run Autoscope'" cameras transmit road images to the computer is used to lay virtual detectors
on ScopeServer,-applications soltware to Autoscope ,. 2004; the images are digitized the road image and visually verify their continuously collect traffic data from and processed to
extract desired traffic pertormance. 11 can also be used periodically many Autoscope" processors. . 􀀺􀀺􀁾􀀻􀀯􀀼􀀭􀀢􀀭􀀺􀀻􀀢􀀻􀀺􀀺􀀻􀂷􀀺􀀧􀀺􀀡􀀧􀀮􀁾􀀧􀁙􀀻􀀺􀀥􀀧􀀫􀁉􀀺􀀠"􀀺􀁾􀀢􀀧􀀧􀀻􀀧􀀺􀀧􀁔􀀠,
.• 􀀺􀀺􀀬􀀺􀁾􀀬􀀺􀁲􀁉􀁩􀀻􀁝􀀬􀂥'"􀁾􀀺􀀮􀀠pelecto(progra,mming 􀀢􀀻􀁟􀀺􀀮􀁾􀀻􀀲􀀧􀁦􀀮􀀺􀀡􀁾􀁲􀀡􀁾􀁾􀀺􀂷􀁾􀁲􀁊􀁾􀁾􀀭􀀺􀀪􀁾􀁾􀀲􀁾􀂷􀁾􀁾􀀬􀁤__ 􀁾􀁩􀀺􀀮􀀬􀂷􀀱􀁊􀁐􀁬􀁲􀁮􀁾􀀠Ability to see
what you detect which makes performance easy to verify and assist in optimizing placement Simple variable from 1.5 to 30 meiers, depending on video camera height; and 100 or more zones
can be distributed across up to 4 cameras 
;;ECONOLITE 􀁾CONTROL PRODUCTS. INC. Features • Meets or exceeds all requirements of NEMA TS2-1992 & TS1-1989. • Provides advanced features for efficient traffic control. • Econolite
reliability backed by 5-year factory warranty. • Easy programming with 16-line by 40-character backlit display &context sensitive help. • Compatible with Zone Monitor IV & other tra1ffiC
.systems. • Choice of four mCI(le,ls: /o ASC/2-1000: Meets TS2 Type 1. o ASC/2·2000: Meets TS1, TS2 Type 1 & TS2Type 2. o ASCI2·21 00: Meets TS1, TS2 Type 1 & TS2 Type 2. Includes ASC-8000
connectors. o ASC/2-2000RM: Rack-mount version with connector for Type 170 & 179 cabinets. Includes SOLC bus interface. controller family 􀁯􀁲􀁯􀁾􀁤􀀬􀁥􀁳􀀠NEMA TS I and TS2 conlpatibi!\{y
a combination of features never in the traffic industry. These indude the large number ofdetector inputs, advanced features and processing power reqUired for ITS and ATMS applications.
The ASCJ2 family incorporales all of the operating features of the popular ASC8000 controller, which was introduced in 1987 and set the standard for control fea· tures and menu-driven
programming. State-of-the-an 32-bit microprocessor design and a 5-year warranty will maintain the ASCI2 family at the leading edge of traffic technology for years to come. In spite of
their power, ASCJ2 controllers are remarkably easy to program. with menus and context-sensitive help shown on a 16line by 40-character screen. Most users will be entering data in less
than five minutes with little or no instruction. The ASCI2 controller family consists of four models with the same control capabilities but a different input/output (If0) structure.
The ASC/2M-lOOO Zone Master shares much of the same hardware. ASC/2-1000: TS2 Type 1 The ASCI2-IOOO meets the requirements of the Type I configuration defined by the NEMA TS2 Standard.
In this configuration. the A, Band C cable harnesses of TS I have been replaced by an SDLC serial data bus, which operates at 153,600 and provides twa-way communicabetween all cabinet
components. 1n!:"'C()fltl'oll,er, malfunction management and bus interface units 􀁜􀁕􀀢􀁷􀀧􀁊􀁜􀁾􀁾􀁣􀁯􀁮􀁮􀁥􀁣􀁴􀁥􀁤􀀠to the SDLC bus in multidrloo fashion. Detector racks and panels
are each connected to "lJ'LL.\IJulSvia a BIU, which provides reauiri'd serial-to-parallel interface ap,lressin:g. A point-ta-point wiring hanleil(; is retained to allow the MMU to load
switch outputs. bus overcomes the pin limitations Use of the cabinet wiring, enhances allows virtually unlimited cabinet and provides an interface unspecified future devices. 􀁁􀁭􀁾􀀬􀁾􀁾􀀡􀁾􀁴􀁾􀁾􀁾
􀁩􀀺􀁾􀁾􀀮􀁃􀁩􀁾􀁾􀁩􀁾connector is no I This, combined with standardization by TS2 of auxiliary functions such as preemption and coordination, facilitates interchangeability ofcontrollers.

0 ........................... .............. .. ......... .. . . .. . . . . ... . ... . .. . . . . ... . ........................... TS2 Type 1: the pure TS2 cabinet The bidirectional
SDLC serial bus Interconnects aI/cabinet components and is the key to the "intelilgent cabinet. " The SOLC bus also allows cabinet-level diagnostics. which represent a major safety enhancement.
The controller and MMU continually verify each other's programming and operation. Each can put the interscction into flash in case of discrepancy. thus providing redundancy of the monitoring
function. The controller can "see" the load switch outputs through the eyes of the MMU via the SOLC bus and will put the intersection into flash if the MMU fails to act within a specified
time. The controller continually receives detailed diagnostic information via the SOLC bus. keeps logs, and can display status screens to aid in troubleshooting. Programming a controHer
interfaced via the SOLC bus is no different than for conventional point-to-point wiring since the bus is transparent to the user .. The front panel of the ASCl2-1000 provides four connectors
as defined by the TS2 Standard for Type 1: • SDLC ,enninal (Port I): DB-IS. female. • RS·232 terminal (Port 2): DB·25. female. • Telemetry (Port 3): DB-9, male. • AC power: II·pin cylindrical.
ASC/2·2000: TS2 Type 2 The ASCI2·2000 meets the requirements of the Type 2 configuration defined by the TS2 Standard. Itprovides the same SDLC port, RS·232 terminal port, and TS2 telemetry
port as the Type I version, plus industry-standard circular connectors (A, B & C) for downward compatibility with existing NEMA TS I equipment. The Type 2 configuration was included
in the TS2 Standard because it provides an upgrade path for existing TS 1 installations. To be classified as a TS2 cabinet, the SOLC bus must be used. as a minimum, to interconnect the
controller and MMU, thus providing enhanced safety through the redundant MMU function. In a TS2 Type 2 cabinet, the A, Band C connectors can be used to interface the controller to detectors
and auxiliary equipment. In the typical Type 2 cabinet, the SOLC bus is also used for detectors. since the BIUs provide an easy, standardized interface for up to 64 detectors. As specified
by TS2, a Type 2 controller may operate in anyone of eight 110 modes, which assign specific functions to the 24 input and 24 output pins of the A, Band C connectors. The first of tbese
110 modes (Mode 0) provides compatibility with the 110 requirements ofTSI. so that a Type 2 controller can be set up to oper· ate as a TSI unit. The ASCl2-2000 goes beyond TS2 by allowing
all input and output pins to be individually assigned to functions via programming. For instance. ........... , .. ,., ......... . ............ -, ............. "', '," TS2 Type 2: a
hybrid TS1ITS2 cabinet. As a minimum, the SDLC bus interconnects the controller and MMU. Point·la-point wiring can be used with detectors and auxilial}' equipment. 20 vehicle detectors
can be connected directly via the A, Band C connectors by using assignable input channels. This ca. pability avoids the need for a D connector. Even though this is not mandated by TS2,
the ASC/2-2000can be used in a pure TS2 Type I cabinet, which bypasses the A, B and C connectors and makes all controller signal connections via the SDLC bus. This allows an agency to
start using the controller in the TS I or TS2 Type 2 mode. then switch to pure TS2 Type I operation at a later date. The front panel of the ASCI2·2000 controller provides six connectors
as defined by the TS2 Standard for Type 2: • SOLC tenninal (Port I): OB·{5. female. • RS-232 tenninal (Port 2): OB·15 female. • Telemetry (Port 3): DB·9. male. • A. B & C connectors:
as defined by Sec· ,ion 3.5.2.1 of the TS2 Standard. • ASC/2-2100: ASC-8000 interface The ASC/2·2100. shown on the front cover of this brochure, provides all capabilities of the ASClZ·lOOO
and ·2000, plus an 110 expansion module for compatibility with Econolite's ASC·8000 controller. It adds an Econolite D connector, an Econolite telemetry connector and a NEMA overlap
card connector which exactly match those of the ASC-8000. This allows the ASC12·21 00 to be used as a replacement for an ASC·8000 without any changes to the existing cabinet. At a later
time, the ASCI2·2100 can then be switched over to TS2 Type 2 or Type I operation, with no change of hardware. Like the ASClZ-2000, the ASCI2-2!OO can be installed in a TS I cabinet and
be operated with a TS I CMU, as opposed to a TS2 MMU. Many other TS2 components will also work in a TS! cabinet and can serve as TS I spares. This includes TS2 rack-mount detectors,
load switches, flashers, flash relays and the TS2 MMU, which Ims a TS1 CMU operating mode. 
........................... .,., .. ,""",.,' ., ....... . . ',;' "., ... ,', ... ,., .......... . ... , .... , , .. , ., ........... " .., TS2 Type 1: the pure TS2 cabinet The bidirectional
SDLe serial bus intercon· nects ail cabinet components and js the key to the "intelligent cabinet" The SDLC bus also allows cabinet-level diagnostics, which represent a major safety
enhancement. The controller and MMU continually verify each other's programming and operation. Each can put the intersection into flash in case of discrepancy. thus providing redundancy
of the monitoring function. The controller can "see" the load switch outputs through the eyes of the MMU via the SDLC bus and will put the intersection into flash if the MMU fails to
act within a specified time. The controller continually receives detailed diagnostic information via the SDLC bus. keeps logs, and can display status screens to aid in troubleshooting.
Programming a controller interlaced via the SDLC bus is no different than for conventional point-point-to-point wiring since the bus is transparent to the user .. The front panel of
the ASCI2-I000 provides four connectors as defined by the TS2 Standard for Type 1: • SDLC terminal (Port I): DB· 15, female. • RB-232 tenninal (Port 2): DB-25. female. • Telemetry (Port
3): DB·9. male. • AC power: II-pin cylindrical. ASC/2-2000: TS2 Type 2 The ASC/2·2000 meets the requirements of the Type 2 configuration defined by the TS2 Standard. Itprovides the same
SDLC port, RS-232 terminal port, and TS2 telemetry port as the Type I version. plus industry-standard circular connectors (A, B & C) for dowoward compatibilily with existing NEMA TS
I equipment. The Type 2 configuration was included in the TS2 Standard because it provides an upgrade path for existing TS I installations. To be classified as a TS2 cabinet. the SDLC
bus must be used. as a minimum, to interconnect the controller and MMU, thus providing enhanced safety through the redundant MMU function. In a TS2 Type 2 􀁥􀁡􀁢􀁩􀁮􀁥􀁾􀀠the A, B and
C connectors can be used to interface the controller to detectors and auxiliary equipment. In the typical Type 2 cabinet, the SDLC bus is also used for detectors, since the BIUs provide
an easy, standardized interface for up to 64 detectors. As specified by TS2, a Type 2 controller may operate in anyone of eight liO modes, which assign specific functions to the 24 input
and 24 output pins of the A, Band C connectors. The ftrst of these 110 modes (Mode 0) provides compatibility with the liO requirements of TS I. so that a Type 2 controller can be set
up to operate as a TSI unit. The ASCI2·2000 goes beyond TS2 by allowing all input and output pins to be individually assigned to functions via programming. For instance, ..., .... ",
... , ... ,., , .... . ... , ...................... TS21Ype 2: a hybrid TS11TS2 cabinet. As a minimum. the SDLC bus interconnects the controller and MMU. Point.la-point Wiring can be
used with detectors and auxiliary equipment. 20 vehicle detectors can be eonnected directly via the A, Band C connectors by using assignable input channels. This capability avoids the
need for a D connector. Even though this is not mandated by TS2, o the ASCI2-2000can be used ina pureTS2 Type I cabinet. which bypasses the A. B and C connectors and makes all controller
signal connections via the SDLe bus. This allows an agency to stan using the controller in the TSI orTS2 Type 2 mode, then switch to pure TS2 Type 1 operation at a later date. The front
panel of the ASc/2-2000 controller provides six connectors as defined by the TS2 Standard for Type 2: • SDLC tennin.l (Port I): DB-15. female. • RS·232 terminal (Pon 2): DB·25 female.
• Telemetry (Pon3): DB-9. male. • A, B & C connectors: as defined by Section 3.5.2.1 oflbe TS2 Standard. • ASC/2-21 00: ASC-8000 interface The ASCIZ-2100, shown on the front cover of
this brochure. provides all capabilities of the ASc/2-lOoo and -2000, plus an liO expansion module for compatibility with EconoBte's ASC-8oo0 controller. It adds an Econolite D connector,
an Beonolite telemetry connector and a NEMA overlap card connector which exactly match those of the ASC-8000. This allows the ASCI2-21 00 to be used as a replacement for an ASC·8000
without any changes to the existing cabinet. At a later time. the ASc/2-2IDO can then be switched over to TS2 Type 2 or Type 1 operation, with no change of hardware. Like the ASc/2-2000.
the ASCI2-2100 can be installed in a TSI cabinet and be operated with a TSI CMU, as opposed to a TS2 MMU. Many other TS2 components wi!! also work in a TSI cabinet and can serve as TSI
spares. This includes TS2 rack·mount detectors, load switches. flashers. flash relays and the TS2 MMU, which has a TS 1 CMU operating mode. .
ASCI2 control/ers offer the capabilities to keep traffic moving efficiently under varying loads on the traffic control system. 6. 7. B. tJTiLHIE5 9. 􀁄􀁉􀁾􀁈􀁏􀁓􀁔􀀡􀁃􀁓􀀠l, • '7 TO
SELECT ASCI2 main menu 7iming dalE. (first of two screens) Typical context·sensitive help screen 6, SHIRT,'FLI"'" 7, HO SERUE PHASES :3. !.'IMMiNG 9. OPTIOtI Df.'lrn KE'iS 1•• 3 TO "Controller"
submenu A: e: C: "oi 􀁾􀁾􀀸􀀠􀁾􀁾􀀧􀁩􀁾􀀢􀀺􀀺􀀺􀀺􀀺􀀠H8 ZERO PC T ME, •• NO PC THRU Y LLOIJ. "8TERN PHASES ••• 􀁾􀀠Ii Priority preemptor screen 􀁃􀁏􀀻􀀺􀀡􀁆􀁾􀁩􀁣􀁲􀁬􀀺􀁾􀂷􀀺􀂷􀀺􀂷􀀺􀂷􀀠.
􀁾􀀺􀁬􀁧􀁇􀀠􀁾􀁁􀁉􀁛􀁩􀁪􀁒􀁅􀀺􀀻􀀺􀀺􀀺􀀺􀀠' tllH CLEPR 􀁆􀁾􀁲􀁌􀁕􀁒􀁅􀀮􀀠􀁴􀀢􀁾􀀩􀁐􀁔􀀠1 TIMEOUT •••• 􀀻􀀺􀀻􀀮􀁾􀁒􀁅•••..•••••••• SFRRE, ,.... , ,. ,. •• SPAAE.... ••• • 􀁾􀀮􀀠Status
display Setup data and Intersection diagnostics can be viewed a full page at a time. Easy to program Early keyboard traffic controllers were difficult to program, in part due to limited
display and keyboard capabilities. Not so with the ASCJ2. With its 16-line by 40character 40character alphanumeric liquid crystal display and eight dedicated function keys, the ASCI2
provides easy menU-driven programming, traffic engineering tenninology prompts. simple cursor control for data entry, and dynamic status displays. Function keys sucb as NEXT SCREEN.
NEXT DATA and NEXT PAGE allow quick movement between fields. Contextsensitive help is available for any data entry by simply pressing the HELP key. Dynamic status displays include controller
timing, coordination, preemption. NICJTOD, telemetry, detectors. and flash! MMU status. Error and diagnostic messages help with fault isolation. Traffic terminology terms lead from a
main menu to specific data fields via submenus: configuration, controller, 􀁣􀁯􀁯􀁲􀁤􀁩􀁾􀀠nator, preemptor. NICrrOD functions, detectors. status displays. utilities and diagnostics,
Data input uses numeric keys and a special TOGGLE key. which makes the YES/ON orNOIOFF selections to enable/disable specific functions, The elastomeric keys. which include a four-arrow
cursor control key, provide both tactile and audio feedback. The 16·line by 40character LCD display provides eight keyboard-adjustable contrast settings and LED backlighting for easy
viewing under all lighting conditions. Control features DAn TS [ and TS2 functions fully implemented, plus enhancements. o 12 phases. 8 concurrent groups, 2 timing rings. to handle non-standard
or complex intersections. oTwo vehicle extension times per phase, selectable by time of day, to handle charging daily traffic patterns, OPed liming carryover. to allow mUltiple vehicle
movements while pedestrians are crossing wide streets. oSelectable ped clearance through yellow, to meet requirements of local jurisdictions. o Guaranteed mjnimum times for 􀁰􀁥􀁤􀁥􀁳􀁾􀀠man
clear. yellow cbange and red revert intervals, as safeguard against programming errors. o Volume density function, which allows specification of number of actuations that must have occurred
before adding variable (added) time to initial min green. Avoids need to set unnecessarily long min green times. which would also apply during off periods. o Conditional service. which
allows an odd (left tum) or even phase (through phase) to be reserviced if time for additional service remains on the concurrent even or odd phase, oThree max green times selectable
by lime of day for each phase, plus dynamic extension of max green time based on vehicle demand. Provides superior ability to handle peak traffic demand, o Separate detector-fail max
green time to avoid long green times when a detector has failed in the constant call mode, o Four internally-generated overlaps (A, B, C, D), Individually programmable from keyboard
or via NEMA overlap card as standard. protected/permissive, leading. lagging, or advanced green for the parent phase{s). o Additional 12 overlaps by assigning each of 12 available phases
to an overlap, for a total of 16 overlaps, These allow creative solutions for control of complex or compound intersections. o Selectable flash or all-red time at poweron to increase
safety. 
safety. o Flash entry and exit phllSes selectable from keyboatd. o Dimming individually programmable for each load switch 􀁯􀁵􀁴􀁰􀁵􀁾􀀠for flexibility in selecting power-saving operation.
Coordinator features o Three coordination methods: plan. TS2. standatd. • Plan: 64 coordination patterns. each with its own cycle, offset and s.plit. • TS2: 20 cycles. each with its
own split and 3 offsets. • Standatd: 64 patterns consisting of 6 cycles, 5 offsets. 4 splits. o Offset and split entries in percent of cycle or in seconds. o Ability to reference offset
to coordinated phase green. yield or force-off, o Ability to seleer coordinated. reeaD. max recall. ped recall and omit phases. and phase sequence for each coordination pattern. o Fixed
or floating furce-off. o Dual yield points to allow flexible leadlag phasing. o Actuated or non-actuated coordinated phases. o Pickup cycle to provide smooth and orderly transition from
free to coordinated operation. o Split interval for each controller phase. allowing coordinatlon of sequential intersections with up to 12 phases, o Phase reservice during coordination,
o Local split demand operation. o Dual coordination capability, o Three methods of offset correction: smooth transition, add-only. dwell. o Controller operation as a local controller
or system hatdware master, o Three permissive operating modes: automatic permissive, dual pennissive. or single permissive. o Automatic calculation of yield point. permissives and force-offs
from split intervals to simplify programming, o Manual override, o Manual command using NIC sync, o Built-in diagnostics to detect coordin.tion and hardware failures, o Multiple coordination
operating modes including: time-based. hardwire, telemetty. time-based backup for hard wire or telemetry interconnect, and time clock master/coordinator in an interconnected system.
Preemptor features o Six priority and four bus preemption sequences. o Prioritized or firSt-come. first-served operatIon. o Lock or non-locked preempt call. o Preempt delay. 􀁩􀁮􀁨􀁩􀁢􀁢􀁩􀁾􀀠duratio
n and maximum timing in addition to green. clearance. hold. and flash internal timing. o Guaranteed min green and pedestrian clearance times. o Overlap and pedestrian indication conIrol
during preemption. o MUltiple hold interval options: green, .11 red.. flash. and limited service, o Preempt active outputs. o Exit phase control. including immediate return to coordination.
o Phase maximum time override following preemption. o Linking ofpriority preemptors for multiple track clearances or complex sequences. Time-of-day features o separate control for Non-Interconnected
Coordination (NIC") and Time Of D.y (TOD) functions, o 16 day programs. o 10 week programs. o Year program with 53 weeks, o 36 holiday programs. fixed or floating. o Up to 200 NIC program
steps, each 􀀮􀁾􀀠lowing seleerion of coordination pattern and system override. o Up to 100 TOD progr.m steps each commanding: flash. dimming. red rest, alternate vehicle extension!
detector delay ON/OFF. detector logging and diagnostic plan. phase sequence; seleetion by phase of MAX2. MAX3. recall. conditional service inhibit and omit; and eight special functions.
o Manual selection of NIC or TOD program step. o Keyboard selectable sync reference point and resync time. o Automatic compensation for leap year. o Daylight saving time control. o Day
of week and week of year autOmatically calculated and displayed. o External time reset capability. o Accurate timing, With power applied. same as 60 Hz line frequency. With pewer removed,
drift less than 25 ppm. Detector features o Up to 64 vehicle detectors. o Up to 16 system and speed detectors. o Speed determined by single detector or two-detector speed trap. o Vehicle
detectors assignable to phase and function, o Twelve pedestrian detector inputs. o Delay and extended timing. o Detector disconnect and switching. o Nine detector types, including stop
bar detector with and without timing. calling detectors. bicycle detectors, dilemma zone detectors. o Locl<lnon-lock function by detector. Telemetry features o Compatible with KMC-IO.000
& ASCI 2M-1000 zone masters, o FSK modem, 1200 bps. full or half duplex. o RS-232 modem. up to 9600 bps. for use with fiberoptics, radio or other types of interconnect. o System command
processing for selecdon of coordination pattern, master zero and four system-wide special functions. o Readback of intersection status including vehicle. pedestrian and overlap color.
local detector activity. preempt call activity, coordination status. and local time. o Split usage monitoring, o Readback of volume and occupancy data for up to 16 system detectors and
speed for up to two 2-1oop speed detectors. o Upload/download ofdata base, o Keyboatd orexternal seleetion ofsystem address. Configuration features o Keyboard selection of phase sequence.
phases in use. exclusive ped phases, and assignment of phases to load switches. 
o BIU enable for terminals & facilities, llIU enable for detector racks, MMU disable, diagnostic frame enable. and peer, to-peer message enable. o Supervisor and data change access codes.
o Terminal port configuration. o Configuration as a TS I controller. Diagnostic features o Controller self-diagnostics at power,on for microprocessor, memory (RAM, PROM, EEPROM), and
MMU program. o 􀁏􀁰􀁥􀁲􀁡􀁴􀁯􀁲􀁾􀁩􀁮􀁩􀁴􀁩􀁡􀁴􀁥􀁤􀀠controller diagnostics for inputs, outputs, keyboand & display. o Run-time self-diagnostics of controller to verify proper operation,
including PROM, EEPROM, microprocessor, and SDLC bus communications. o Run-time detector diagnostics of controller to check for no activity. maximum presence (continuous can), and erratic
output (excessive counts). o Automatic, run-time detector diagnostics via BIU to check for watchdog failure. open loops, shorted loops, or excessive change of inductance. Logging features
o Separate buffers for detector logging, detector failures, controlJer events, and MMU events. o Ability to view logged data on 16-line by 40-character screen of controller, retrieve
data via RS-232 terminal port, or retrieve data via telemetry. o Detector logging: • 20,000 byte storage buffer for automatic logging of volume, occupancy and average speed for selected
vehicle and speed detectors. Ideal for annual traffic studies. • Record size per logged interval is 20 bytes + number of volume/occupancy detectors x 5 bytes + number of speed detectors
x I byte. • Detector logging interval selectable as 5, 15,30 or 60 minutes. • Detector logging enabled/disabled by time of day, day of week. o Detector failure logging: • Storage buffer
for minimum of 100 time and date-stamped detector events (exceeds 50 events specified by TS2). • Failure logging for no activity, maximum presence, erratic output, watchdog timeout,
shorted loop, open loop, or excessive change of inductance. • Recovery logging as failed detectors return to 􀁯􀁮􀁾􀁬􀁩􀁮􀁥􀀠operation, o Controller event logging: • SlOrage buffer for
minimum of 200 time and date stamped events (exceeds 100 events specified by TS2). • Event logging of SDLC bus commu, nkation failure; coordination fault. MMU flash, local flash, preemption
event, power ON/OFF, low battery, and up to 16 individually enabled alarms. • Recovery logging when an event or failure returns to normal status. • Event logging enabloldisable by category.
o MMU event logging: • Storage buffer for minimum of 16 time and date stamped MMU events leading to flash (not required by TS2). • Event logging of conflict, red failure, MMU self-diagnostic
failure, minimum clearance time failure, SDLe port timeout, 24 Volt failure. Status displays o Keyboard selection of dynamic status displays for each main controller function, including:
controlier, coordinator. preemptor, NICrrOD, telemetry, detectors, and flashIMMU status. o Superb diagnostic tools for cabinet level operation. Setup utility features o Copy setup from
one phase to another. o Copy setup from one pattern to another. o Rettieve default setup from EEPROM. o Clear entered setup data. o Print setup data via RS-232 parr. o Print logged data
via RS-232 port. o Transmit setup data from one controller to another. o Display controller sign-on message. o Enable/disable keyboard audio feedback. o Control LCD screen backlight.
Format: ASCI2-XX:XX-X-X First X: Controller type I = TS2 '!'ype I 2 =TS2 '!'ype2 Second X: Expansion YO o Standard TS2110. I = ASC-8000 compatible expansion I/O (for ASC/2-2000 only).
Third X: Telemetry option o = No telemetry modem. I = 1200 bps FSK modem (4-wire). 2 = RS-232C telemetry modem. 3 = 1200 bps FSK modem (2-wire). Fourth X: Mounting configuration o Standard
shelf-mount. ORM = Rack mount. Includes connectors for'!'ype 1701179 cabinets, notA, B, C connectors. Fifth X: Data module I =Standard 8K dala module (32 detectors, 50 TOD steps, 100
NlC steps), 2 Expanded 16 K dala module (64 dedetectors, 100 TOD steps, 200 NlC steps). Sixth X: Overlap card option o = No overlap card, I = NEMA overlap card (for ASCI22100 only).
only). 960205 621H0021M·03 3360 E. La Palma, Anaheim, California 92806-2856 P.O. Box 6150, Anaheim, California 9281 6-0150..;:;!: CONTA OL PAO DUCTS. INC. Telephone: (714) 630-3700 FAX:
(714) 630-6349 .ECCNCLITE 
Town of Addison Date¢ 1/18/99 To: Jim Pierce, Robin Jones From: 􀁣􀁲􀁮􀁾􀁣􀁨􀁥􀁬􀁬􀀠 REi: Signal Specs Cabinet size: Our Town of Addison standard speCification document calls out a centroller
cabinet that is S7"H X 44"w X 27"D. The cabinet provided by the 􀁅􀁣􀁯􀁮􀁯􀁬􀁾􀁥􀀠vendor is S5"H X 44"W X 26"D and falls within the specification for a standard "P" type cabinet. I feel
that these differences in dimensions are nominal and that the cabinet provided by Econolite would be acceptable. The vendor also indicated that the Econolite cabinet bolt-pattem would
mate up with our foundations. Controller type: The submittal sheet from the vendor does not indicate that the centroller be 'fS.2, Type I or TS-2. Type II. This would be simple enough
to address by instructing the vendor submtt that page of the submittal indicating that item 440 will be a Type I centroller. (N.B.: The T5-2, Type I controller is Ihe "pure TS-Z' controller.)
The vendor also indicated that the change-out of equipment at the intersection of Midway & Dooley would be a "tumkey" operation with no additional add-ons needed at a later date. 1/18/99

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Public Works I Engineering 16601 Westgrove • P.O. Box 144 Addison, Texas 75001 Telephone: (214) 45()'2871 • Fax: (214) 931-6643 􀁔􀁏􀁾􀁾􀀠GENTLEMAN: WE ARE SENDING YOU jl'Attached D
Under separate cover via D Shop Drawings D Prints D Plans D Samples D Copy 01 Jetter D Change order D DATE AITENTION RE: JOB NO. i V·.&I /Vf 􀁻􀀾􀁾􀀧􀀠I' Ii-( ;/("JI tv C the following
items: ('P .r;zlificidiOns􀁪􀀧􀁖􀁾􀀠􀁊􀁾􀁾􀀮􀀭,, /DATE NO. THESE ARE TRANSMITTED as checked below: ,r !: , D For approval D Approved as submitted D Resubmit 􀁾___copies for approval
D For your use 􀁾􀁰􀁰􀁲􀁯􀁶􀁥􀁤as noted D Submit copies for distribution D As requested D Returned for corrections D Return corrected prints D For review and comment D 􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾�
�􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁟􀀠 D FOR BIDS DUE __________ 19,__ D PRINTS RETURNED AFTER LOAN TO US 􀁒􀁅􀁍􀁁􀁒􀁋􀁓􀁾______ COpyTO_________________ /) 􀁓􀁉􀁇􀁎􀁅􀁄􀀺􀀭􀀷􀁌􀀭􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀀧􀁾􀁾􀀭􀀭􀀭􀀭􀀭It
enclosures are not as noted, please n Ii 
V/tLVYlo0T P!+I UT ettl P (f"" 􀁬􀁾􀀫􀁥􀁲􀁌􀁯􀁲􀀠􀁾1-e.. 􀁾􀀠,r ,-r r 1 􀁰􀁂􀀭􀁾􀀫􀁥􀁊􀀠lJJ 􀀨􀁾􀁦􀁻􀀮􀀠, JUl 2 1 ;9:JS 
􀁶􀁡􀀻􀁾􀁾􀀢􀁮􀁾􀀢􀀢􀀢􀁬􀁮􀁤􀁵􀁳􀁴􀁲􀁩􀁥􀁳􀀬􀀠Inc, • West Highway 275 • P.O. 80x 358 Valley. NebraSka 68004·0358 U.S.A .• (402) 359·2201 CITY OF ADDISON. TEXAS ARAPAHO SIGNAL IMPROVEMENTS
SUMMIT ELECTRIC P.O. NO. FMQ219D VALMONT ORDER NO. 41911-98 􀁾EXCEPTION 0 REJECTED 0 REVISE AND 0 MAKE CORRECTIONS TAKEN RESU8MrT NOTED Correctlons orcommen ts made on the shor:> d,av/lngs
durine this review do not relieve 􀁣􀁯􀁮􀁾􀁲􀁾􀁣􀁴􀁯􀁲􀀠from compl:ance '" ttl 􀀨􀁯􀀺􀀺􀁲􀀺􀁊􀀨􀁲􀀬􀀧􀀺􀀨􀁦􀁾􀀠JiTL" 0:-t!1C d· ,-_i","1inr,s -:..nd s:JocWcaUo-ns. This check is onl'!
for revi:;,oJ 0)' gtfll.ll al (;C!rnC,i;i:: '.,':-,} .··,t:1 Llld 􀀨􀁝􀁾􀀱􀁳􀀮􀁬􀁰􀁲􀀠;;'.. nCGPt oj the project and 􀀸􀁇􀁮􀁥􀀨􀁾􀀻􀀱􀀠compkin:.0 ",t) tIle in.!), ifli.1l:.Ji'1 givt::1
i,l til"" €o-l)tJ;;.ct docu· ments. Tile 􀁃􀁏􀀻􀀱􀁾􀁆􀁩􀁬􀁣􀁴􀁯􀁲􀀠is 􀁲􀁣􀁳􀀮􀁬􀁊􀁯􀁮􀁳􀁩􀀻􀀺􀁬􀁾􀀠lor: cO:li:rfnlng Jr:d cQnelating tit! qUElnt;tlQS and 􀁤􀁾􀁭􀁥􀁮􀁳􀁩􀁯􀁮􀁳􀀻􀀠S3JC,:IHl;;
;a'wd'::J:jon p.oc<)S,t;\;S ,LId 􀁴􀁾􀀬􀀺􀀠􀁾􀁩􀁉􀀠.. 􀀮􀀮􀁊􀁾􀁾􀀠01 U-IltSI ..;ct:oni coordinatlng his .I:O;X ,·lIth that ot Qil 􀁯􀁴􀁮􀀮􀀺􀀺􀀡􀁲􀁫􀀨􀁬􀁤􀁾􀁳􀀻􀀠an..:; IJerrotl1lmg
!lis work to a safe and satiSfactory manner. HUITT·ZOLLARS, INC. 􀁄􀁡􀁴􀁥􀀺􀁟􀀭􀀬􀀺􀀬􀀬􀀢􀀢􀀭􀁴􀀼􀀮􀀮􀀻􀀮􀀮􀀮􀀻􀀮􀀮􀀮􀀻􀁾􀁟􀀮􀀮􀀮􀀬􀀮􀁟􀀨􀀮􀁦􀁊􀁎􀀦􀁉􀁾􀁾􀁦􀁑􀁖􀁅􀀮􀀬􀀠SUITE 600 DALLAS,
TEXAS 75204 (214) 871·3311. 
1 ANALYSIS OF VALMONT INDUSTRIES TRAFFIC SIGNAL STRUCTURE IN ACCORDANCE WITH AASHTO REQUIREMENTS (FINAL DEFLECTED POSITION) BY BNS 07/15/9B PAGE: SUBJECT: ADDISON, TEXAS (32 FT. MAST
ARM) *********** INPUT DATA *********** UND VELOCITY BO MpHI ,LEVATION OF FOUNDATION ABOVE SURROUNDING TERRAIN = a FEET ?OLE 􀁾􀀻􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀠jHAPE
ROUND ,ENGTH = 30.00 FEET lASE O.D. 12.00 INCHES rop O.D. 7.80 INCHES rAPER = 0.14 IN/FT ,EIGHT 584 POUNDS 'OLE SECTIONS lOTTOM SECTION THICKNESS 0.1793 INCHES LENGTH 30.00 FEET YIELD
STRENGTH 55.00 KSI )VERLAP 0.00 FEET rep SECTION THICKNESS 0.0000 INCHES LENGTH 0.00 FEET BASE O.D. 0.00 INCHES YIELD STRENGTH 0.00 KSI lASE PLATE :=============================== 'lIDTH
(SQUARE) 14.75 INCHES :"HICKNESS = 1.500 INCHES 'IELD STRENGTH 36.00 KSI \NCHOR BOLTS )UANTITY 4 lOLT DIAMETER 1.50 INCHES lOLT CIRCLE = 22.00 INCHES 'IELD STRENGTH ; 55.00 KSI :RANSFORMER
BASE CONNECTING BOLTS !=============================== lUANTITY = 4 IOLT DIAMETER ; 1.25 INCHES lOLT CIRCLE 15.50 INCHES= ,STM SPEC A32S lASE HEIGHT 24.00 INCHES 
2 ANALYSIS OF VALMONT INDUSTRIES TRAFFIC SIGNAL STRUCTURE IN ACCORDANCE WITH AASHTO REQUIREMENTS (FINAL DEFLECTED POSITION) BY BNS 07/15/98 PAGE: SUBJECT: ADDISON, TEXAS (32 FT. MAST
ARM) *********** INPlIT DATA (CONTINUED) *********** lIGNAL AND SIGN ARM 1 ARM I SECTIONS ================================ HIAPE ROUND BASE SECTION !PAN LENGTH 􀁾􀀠32.00 FEET THICKNESS
= 0.1793 INCHES lASE O.D. 􀁾􀀠9.00 INCHES LENGTH 32.00 FEET :'APER 0.14 IN/FT YIELD STRENGTH 􀁾􀀠55.00 KSI \TTACH. HT. * = 20.00 FEET lRIENTATION ** 0 DEGREES OVERLAP 0.00 FEET lLOPE
AT BASE 0 DEGREES :ENTROID LOCATION HORIZONTAL 14.23 FEET ASOVE ATTACH. = 0.00 FEET JNBENT LENGTH = 32.00 FEET * THIS IS HEIGHT OF ATTACHMENT TO POLE ABOVE BOTTOM OF BASE PLATE OR TRANSFORMER
BASE. SEE *** BELOW. ** ARM ORIENTATIONS ARE ANGLES FROM +X AXIS IN X-Y PLANE. X AND Y AXES ARE PERPENDICULAR/PARALLEL TO SIDES OF POLE BASE PLATE. SEE *** BELOW . . ** IF ARM IS ATTACHED
WITH A CLAMP, HEIGHT AND ORIENTATION MUST NOT BE CHANGED FROM VALUES SHOWN ABOVE WITHOlIT CONSULTING VALMONT. 
3 ANALYSIS OF VALMONT INDUSTRIES TRAFFIC SIGNAL STRUCTURE IN ACCORDANCE WITH AASHTO REQUIREMENTS (FINAL DEFLECTED POSITION) BY BNS 07/15/98 PAGE: SUBJECT: ADDISON, TEXAS (32 FT. MAST
ARM) *********** INPUT DATA (CONTINUED) *********** )ESCRIPTION OF SIGNALS AND SIGNS * 􀀺􀀽􀁾􀁾􀁾􀀽􀁾􀁾􀁾􀀽􀀽􀀽􀀽􀀽􀀺􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽
􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀠?OSITION HEIGHT ** DISTANCE SIGNAL SIGNAL OF OF TO CENT. OR SIGN PROJECTED SIGN SIGN SIGNAL CENTROID FROM POLE WEIGHT AREA LENGTH WIDTH
)R SIGN TYPE (FEET) (FEET) (LBS) (SQ. FT. ) (FEET) (FEET) ARM 1 SIGNAL 20.00 31. 00 55 13.33 0.00 0.00 ARlo! 1 SIGN 20.00 26.00 15 0.00 2.50 2.50 ARM 1 SIGNAL 20.00 16.00 40 8.67 0.00
0.00 ARl4 1 SIGN 20.00 2.00 50 0.00 8.00 2.00 POLE SIGN 16.00 0.00 10 0.00 2.00 2.00 POLE SIGNAL 13.00 0.00 80 17.34 0.00 0.00 POLE SIGNAL 9.00 0.00 60 8.00 0.00 0.00 * THE VALUES SHOWN
IN THIS TABLE MUST NOT BE EXCEEDED WITHOUT CONSULTING VALMONT. ANY SIZES OR OTHER DIMENSIONS NOT PROVIDED BY THE SPECIFYING AGENCY HAVE BEEN ESTIMATED BY VALl'IONT. * THESE HEIGHTS ARE
ABOVE BOTTOM OF BASE PLATE OR TRANSFORMER BASE. 
4 ANALYSIS OF VALMONT INDUSTRIES TRAFFIC SIGNAL STRUCTURE IN ACCORDANCE WITH ANSHTO REQUIREMENTS (FINAL DEFLECTED POSITION) BY BNS 07/25/98 PAGE: SUBJECT: ADDISON, TEXAS (32 FT. MAST
ARM) *********** INPUT DATA (CONTINUED) *********** cUMINAIRE ARM 2 (DS50) 􀁾􀀽􀀽􀁾􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀠,PAN LENGTH = 8.00 FEET )RIENTATION Q
DEGREES** >!EMBER DATA BASE O.D. = 2.38 INCHES OUTER END O.D. 2.38 INCHES THICKNESS Q .2540 INCHES ATTACH. HT. = 29.00 FEET* RISE 3.50 FEET SLOPE AT BASE 32.0 DEGREES CENTROID LOCATION
HORIZONTAL = 3.86 FEET VERTICAL 2.18 FEET YIELD STRENGTH 36.00 KSI UNBENT LENGTH 9.94 FEET .lUMINAIRE *** SHAPE = ROUNDED MOUNTING HT. * = 32.50 FEET CENTROID HORIZ 9.00 FEET WE !GHT
75 . 00 POUNDS PROJECTED AREA = 3.30 SQ. FT. * THESE HEIGHTS ARE ABOVE BOTTOM OF BASE PLATE OR TRANSFORMER BASE. ** ARM ORIENTATIONS ARE ANGLES FROM +X AXIS IN X-Y PLANE. X AND Y AXES
ARE PERPENDICULAR/PARALLEL TO SIDES OF POLE BASE PLATE. SEE *** BELOW. ** THE LUMINAIRE SIZES SHONN MUST MUST NOT BE EXCEEDED WITHOUT CONSULTING VALMONT. IF THESE SIZES WERE NOT PROVIDED
BY THE SPECIFYING AGENCY, THEY HAVE BEEN ESTIMATED BY VALMONT . 
ANALYSIS OF VALMONT INDUSTRIES TRAFFIC SIGNAL STRUCTURE IN ACCORDANCE WITH AASHTO REQUIREMENTS (FINAL DEFLECTED POSITION) BY BNS 07/15/98 PAGE: 5 SUBJECT: ADDISON, TEXAS (32 FT. MAST
ARM) *********** RESULTS *********** .NALYSIS OF ARMS: 'ORCES AND MOMENTS WITH WIND ACTING PERPENDICULAR TO EACH ARM 1===========================================================================
GROUP FORCES (POUNDS) MOMENTS (FOOT -POUNDS) ARM ARM ANALYSIS LOAD ===================== ======================== TYPE NO, LOCATION NO, AXIAL FY FZ TORSION MY MZ SIGNAL 1 BASE 1 0 0
-581 0 8832 0 SIGNAL 1 BASE 2 0 1808 -581 0 8832 29468 SIGNAL 1 BASE 3 0 95,3 -950 0 15145 15427 LUMIN. 1 BASE 1 0 0 -109 0 808 0 LUMIN. 1 BASE 2 0 110 -109 17 808 793 LUMIN. 1 BASE
3 0 71 -146 10 1051 567 6 
6 ANALYSIS OF VALMONT INDUSTRIES TRAFFIC SIGNAL STRUCTURE IN ACCORDANCE WITH AASHTO REQUIREMENTS (FINAL DEFLECTED POSITION) BY BNS 07/15/98 PAGE: SUBJECT: ADDISON, TEXAS (32 FT. MAST
ARM) *********** RESULTS (CONTINUED) *********** <NALYSIS OF ARMS: STRESSES WITH WIND ACTING PERPENDICULAR TO EACH ARM ============================================================================
<NAL. LOCATION ================ GROUP COMB. APPLIED STRESS (KSI) ALLOW. STRESS (KSI) ARM ARM LOAD STR. ===================== ===================== TYPE NO. SITE NO. RATIO AXIAL BEND.
SHEAR AXIAL BEND. SHEAR SIG 1 BASE 1 0.27 0.00 9.67 0.23 33.00 36.30 18.15 SIG 1 BASE 2 0.66 0.00 33. 69 0.76 33.00 50.82 25.41 SIG 1 BASE 3 0.47 0.00 23.68 0.54 33.00 50.82 25.41 LUM
1 BASE 1 0.68 0.00 16.18 0.20 21.60 23.76 11. 88 LUM 1 BASE 2 0.68 0.00 22.67 0.46 21.60 33.26 16.63 LUM 1 BASE 3 0.72 0.00 23.90 0.40 21.60 33.26 16.63 7 
7 ANALYSIS OF VALMONT INDUSTRIES TRAFFIC SIGNAL STRUCTURE IN ACCORDANCE WITH AASHTO REQUIREMENTS (FINAL DEFLECTED POSITION) BY BNS 07/15/98 PAGE: SUBJECT: ADDISON, TEXAS (32 FT. MAST
ARM) *********** RESULTS (CONTINUED) *********** 􀁾􀁁􀁌􀁙􀁓􀁉􀁓􀀠OF POLE: FORCES, MOMENTS, AND CRITICAL WIND DIRECTIONS SECTION GROUP FORCES (POUNDS) MOMENTS (FOOT-POUNDS) WIND HEIGHT*
LOAD DIRECT** (FEET) NO. FX FY FZ MX MY MZ (DEGREES) 27.00 1 o o -156 o 808 o 27.00 2 86 8 -156 -29 1139 40 5 27.00 3 66 o -212 o 1316 o o 18.00 1 o o -894 o 9653 o 18.00 2 o 2044 -894
-2204 9658 30150 90 18.00 3 o 1132 -1381 -1585 16238 15913 90 14.00 1 o o -981 o 9663 o 14.00 2 o 2209 981 -10497 9673 30150 90 14.00 3 o 1234 -1497 -6221 16272 15913 90 11.00 1 o o
-1121 o 9683 o 11.00 2 o 2702 -1121 -17252 9700 30150 90 11.00 3 361 1310 -1658 -8632 18663 13710 70 7.00 1 o o -1266 o 9703 o 7.00 2 o 2950 -1266 -28230 9728 30150 90 7.00 3 501 1386
-1835 -13346 21023 13030 65 0.00 1 o o -1424 o 9718 o 0.00 2 o 3017 -1424 -49196 9748 30150 90 0.00 3 441 1531 -2057 -24530 23283 13710 70 * THESE HEIGHTS ARE ABOVE THE POLE BASE PLATE.
** THESE ARE DIRECTIONS TOWARD l'IHICH THE WIND IS FLOWING. THEY ARE ANGLES FROM THE +X AXIS IN THE X-Y PLANE 
8 ANALYSIS OF VALMONT INDUSTRIES TRAFFIC SIGNAL STRUCTURE IN ACCORDANCE WITH AASHTO REQUIREMENTS (FINAL DEFLECTED POSITION) BY BNS 07/15/98 PAGE: SUBJECT: ADDISON, TEXAS (32 FT. MAST
ARM) *********** RESULTS (CONTINUED) *********** 􀁾􀁁􀁌􀁙􀁓􀁉􀁓􀀠OF POLE: STRESSES l============================================================================= SECTION GROUP COMB.
APPLIED STRESS (KSI) ALLOW. STRESS (KSI) EFFECHEIGHT* LOAD STR. ===================== ===================== TIVE (FEET) NO. RATIO AXIAL BEND. SHEAR AXIAL BEND. SHEAR CA 27.00 1 0.03
0.03 1.07 0.00 33.00 36.30 18.15 1.00 27.00 2 0.03 0.03 1.50 0.06 33.00 50.82 25.41 1.00 27.00 3 0.04 0.05 1.73 0.03 33.00 50.82 25.41 1.00 18.00 1 0.27 0.17 9.51 0.00 33.00 36.30 18.15
1.00 18.00 2 0.58 0.17 9.76 15.64 33.00 50.82 25.41 1. 00 18.00 3 0.43 0.26 16.07 8.27 33.00 50.82 25.41 1.00 14.00 1 0.24 0.18 8.47 0.00 33.00 36.30 18.15 1.00 14.00 2 0.56 0.18 12.51
14.01 33.00 50.82 25.41 0.99 14.00 3 0.39 0.27 15.27 7.42 33.00 50.82 25.41 0.99 11.00 1 0.22 0.19 7.81 0.00 33.00 36.30 18.15 1. 00 11.00 2 0.59 0.19 15.96 13 .09 33.00 50.82 25.41
0.99 11.00 3 0.39 0.29 16.58 6.00 33.00 50.82 25.41 0.99 7.00 1 0.20 0.21 7.04 0.00 33.00 36.30 18.15 0.99 7.00 2 0.65 0.21 21.65 11.90 33.00 50.82 25.41 0.99 7.00 3 0.41 0.30 18.06
5.21 33.00 50.82 25.41 0.99 0.00 1 0.17 0.21 5.93 0.00 33.00 36.30 18.15 0.99 0.00 2 0.77 0.21 30.59 10.10 33.00 50.82 25.41 0.99 0.00 3 0.45 0.31 20.63 4.66 33.00 50.82 25.41 0.99 *
THESE HEIGHTS ARE ABOVE THE POLE BASE PLATE. 
ANALYSIS OF VALMONT INDUSTRIES TRAFFIC SIGNAL STRUCTURE IN ACCORDANCE WITH AASHTO REQUIREMENTS (FINAL DEFLECTED POSITION) BY BNS 07/15/96 PAGE: 9 SUBJECT: ADDISON, TEXAS (32 FT. MAST
ARM) *********** RESULTS (CONTINUBDJ *********** <NALYSIS OF ANCHOR BOLTS ============================================================================== CRITICAL MAX. APPLIED ALLOWABLE
;ROUP WIND COMB. AXIAL SHEAR STRESS (KSI) STRESS (KSI) BOLT JOAD DIRECT." STRESS FORCE FORCE ============ ============ CONST NO. (DEG) RATIO (LBS) (LES) AXIAL SHEAR AXIAL SHEAR UK" 1
0.:1l ·4104 2.92 27.50 0.60 2 290 0.57 -27828 7799 19.80 5.55 38.50 23.10 0.60 3 295 0.40 -20604 3910 14.66 2.78 38.50 23.10 0.60 <NALYSIS OF TRANSFORMER BASE CONNECTING BOLTS CRITICAL
MAX. GROUP WIND COMB. BOLT STRESSES (KSI) LOAD DIRECT." FORCE STRESS =================== NO. (DEGREES) RATIO (LBS) APPLIED ALLOWABLE 1 0.13 5319 4.34 33.25 2 60 0.62 35443 28.88 46.55
3 60 0.46 26334 21.46 46.55 <NALYSIS OF BASE PLATE 􀁾􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀠COMBINED STRESS RATIO 0.56 GROUP LOAD NUMBER
2 CRITICAL WIND DIRECT.* = 60 DEGREES MAXIMUM BOLT FORCE -35443 POUNDS BOLT-TO· POLE MOMENT ARM 1. 75 INCHES WIDTH OF BENDING SECTION = 8.86 INCHES APPLIED BENDING STRESS = 18.67 KSI
ALLOWABLE BENDING STRESS 33.26 KSI * THESE ARE DIRECTIONS TOWARD WHICH THE WIND IS FLCWING. THEY ARE ANGLES' FROM THE +X AXIS IN THE X-Y PLANE If) 
ANALYSIS OF VALMONT INDUSTRIES TRAFFIC SIGNAL STRUCTURE IN ACCORDANCE WITH AASHTO REQUIREMENTS (FINAL DEFLECTED POSITION) BY BNS 07/15/98 PAGE; 10 SUBJECT; ADDISON, TEXAS (32 FT. MAST
ARM) THIS PAGE PROVIDES THE PERTINENT INFORMATION CONCERNING THE ANALYSIS OF THE ARM-TO-POLE ATTACHMENT COMPONENTS OF THE SIGNAL AND SIGN ARMS. *********** INPUT DATA *********** ARM
1 ARM 2 􀁾􀁏􀁎􀁎􀁅􀁃􀁔􀁏􀁎􀀠BOLT DATA =================== lUMBER 4 :OLT DIAMETER (IN) = 1.250 STM SPECIFICATION A325 :ORIZONTAL SPACING (IN) 10.00 ERTICAL SPACING (IN) = 10.00 .TTACHMENT
PLATE DATA ==================== :ORIZONTAL WIDTH (IN) 13.00 ERTICAL WIDTH (IN) 13.00 'HICKNESS (IN) 1.250 'IELD STRENGTH (KSI) = 36 *********** RESULTS *********** NALYSIS OF SIGNAL/SIGN
ARM SIMPLEX BOLTS =================================================== MAX. GROUP STRESS (KSI) BOLT LOAD TENSION =================== RM CSR NO. (LB) APPLIED ALLOWABLE ================
1 0.40 2 22980 18.73 46.55 NALYSIS OF SIGNAL/SIGN ARM SIMPLEX PLATES ======================================================================= MAX. GROUP BEND. STRESS (KSI) SLOPE OF LENGTH
OF PLATE LOAD =================== BEND LINE BEND LINE RM CSR NO. APPLIED ALLOWABLE DEGREES (IN) -------;;;;;;;;;;;;;;;;;;=;;;;;;;;;;:;:==== 􀁾􀀭􀁾􀀭􀀭􀀭􀀭􀀭====== ======= ======;;;;;;;;
--------1 0.73 2 24.18 33.26 45 9.38 II 
ANALYSIS OF VALMONT INDUSTRIES 􀁔􀁾􀁆􀁆􀁉􀁃􀀠SIGNAL STRUCTURE IN ACCORDANCE WITH AASHTO REQUIREMENTS (FINAL DEFLECTED POSITION) BY BNS 07/15/98 PAGE: 11 SUBJECT: ADDISON, TEXAS (32 FT.
MAST ARM) RESULTS S\JMMAAY MAXIMUM COMBINED STRESS 􀁾􀁔􀁉􀁏􀀠IN EACH MAJOR COMPONENT MAXIMUM REACTIONS APPLIED TO FOUNDATION ================================ ========================================
POLE (AT 0.00 FT) 0.77 BENDING MOMENT = 56084 FOOT-POUNDS SIGNAL AND SIGN ARM I 0.66 TORSION = 30150 FOOT-POUNDS LUMINAIRE ARM 1 0.72 SHEAR FORCE = 3017 POUNDS BASE PLATE ... 0.56 AXIAL
FORCE 2057 POUNDS ANCHOR BOLTS 0.57 T-BASE CONNECTING BOLTS 0.62 MAXIt-ruM BENDING + AXIAL DEAD WT. STRESS SiS ARM 1 ATTACH. BOLTS = 0.40 􀀽􀀽􀀽􀁾􀁾􀁾􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀠(KSI) ================
S/SARM I ATTACH. PLATE 0.73 POLE = 9.68 SIGN/SIGNAL ARM 1= 9.67 LUMINAIRE ARM 1= 16.18 RESULTANT DEFLECTION OF POLE TOP CAUSED BY DEAD WEIGHT ================================ 0.81 DEGREES
/2. 
l ANALYSIS OF VALMONT INDUSTRIES TRAFFIC SIGNAL STRUCTURE IN ACCORDANCE WITH AASHTO REQUIREMENTS (FINAL DEFLECTED POSITION) BY BNS 07/lS/98 PAGE: SUBJECT: ADDISON, TEXAS (36 FT. MAST
A1U'.j) *********** INPUT DATA *********** lIND VELOCITY = 80 MPHI 􀁾􀁌􀁅􀁖􀁁􀁔􀁉􀁏􀁎􀀠OF FOUNDATION ABOVE SURROUNDING TERRAIN = o FEET )OLE ;MAPE ROUND ,ENGTH 30.00 FEET lASE O.D. l2.50
INCHES :OP O.D. = 8.30 INCHES 􀁾􀁁􀁐􀁅􀁒􀀠O.H IN/FT IEIGHT 6H POUNDS )OLE SECTIONS ;;============================== iOTTOM SECTION THICKNESS = 0.l793 INCHES LENGTH 30.00 FEET YIELD STRENGTH
55.00 KSI lVERLAP 0.00 FEET 'OP SECTION THICKNESS = 0.0000 INCHES LENGTH 0.00 FEET BASE O.D. = 0.00 INCHES YIELD STRENGTH 0.00 KSI ASE PLATE =============================== 'IDTH (SQUARE)
= l8. 00 INCHES HICKNESS l.SOO INCHES "IELD STRENGTH 36.00 KSI NCHOR BOLTS UANTITY = <4 OLT DIAMETER 1.75 INCHES OLT CIRCLE = 24.00 INCHES IELD STRENGTH = 55.00 KSI RANSFORMER BASE CONNECTING
BOLTS UANTITY 4 OLT DIAMETER = l.50 INCHES OLT CIRCLE = 18.00 INCHES STM SPEC = A325 ASE HEIGHT 24.00 INCHES 13 
ANALYSIS OF VALMONT INDUSTRIES TRAFFIC SIGNAL STRUCTURE IN ACCORDANCE WITH AASHTO REQUIREMENTS (FINAL DEFLECTED POSITION) BY BNS 07/J.5/98 PAGE: :< SUBJECT: ADDISON, TEXAS (36 FT. MAST
ARM) *********** INPUT DATA (CONTINUED) *********** IIGNAL AND SIGN ARM J. ARM J. SECTIONS lHAPE ; ROUND BASE SECTION 􀁾􀁐􀁁􀁎􀀠LENGTH 36.00 FEET THICKNESS 0.1793 INCHES lASE O.D. 9.50
INCHES LENGTH = 36.00 FEET 'APER = 0.14 IN/FT YIELD STRENGTH; 55.00 KSI ,TTACH. HT. * 20.00 FEET 'RIENTATION ** 0 DEGREES OVERLAP = 0.00 FEET :LOPE AT BASE ; 0 DEGREES :ENTROID LOCATION
HORIZONTAL = J.5.83 FEET ABOVE ATTACH. ; 0.00 FEET rNBENT LENGTH 36.00 FEET * THIS IS HEIGHT OF ATTACHMENT TO POLE ABOVE BOTTOM OF BASE PLATE OR TRANSFORMER BASE. SEE *** BELOW. ** ARM
ORIENTATIONS ARE ANGLES FROM +X AXIS IN X-Y PLANE. X AND Y AXES ARE PERPENDICULAR/PARALLEL TO SIDES OF POLE BASE PLATE. SEE *** BELOW. ** IF ARM IS ATTACHED WITH A CLAMP, HEIGHT AND
ORIENTATION MUST NOT BE CHANGED FROM VALUES SHOWN ABOVE WITHOUT CONSULTING VALMONT. 19
3 ANALYSIS OF VALMONT INDUSTRIES TRAFFIC SIGNAL STRUCTURE IN ACCORDANCE WITH AASHTO REQUIREMENTS (FINAL DEFLECTED VOSITION) BY BNS 07/15/98 VAGE: SUBJECT: ADDISON, TEXAS (36 FT. MAST
ARM) *********** INPUT DATA (CONTINUED) *********** 'ESCRIVTION OF SIGNALS AND SIGNS * 􀁾􀁾􀁾􀁾􀁾􀁾􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽
􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀠'OSITION HEIGHT DISTANCE SIGNAL SIGNAL** OF OF TO CENT. OR SIGN PROJECTED SIGN SIGN SIGNAL CENTROID FROM POLE WEIGHT AREA LENGTH WIDTH R SIGN
TYPE (FEET) (FEET) (LBS) (SQ. FT. ) (FEET) (FEET) ARM 1 SIGNAL 20.00 35.00 55 13.33 0.00 0.00 ARM 1 SIGN 20.00 2;1,.00 15 0.00 2.50 2.50 ARM 1 SIGNAL 20.00 23.00 ;1,0 8.67 0.00 0.00
ARM 1 SIGN 20.00 12.00 15 0.00 2.50 2.50 ARM 1 SIGN 20.00 2.00 50 0.00 8.00 2.00 roLE SIGN 16.00 0.00 10 0.00 2.00 2.00 POLE SIGNAL 13.00 0.00 80 17.3;1, 0.00 0.00 POLE SIGNAL 9.00 0.00
60 8.00 0.00 0.00 * THE VALUES SHOWN IN THIS TABLE MUST NOT BE EXCEEDED WITHOUT CONSULTING VALMONT. ANY SIZES OR OTHER DIMENSIONS NOT PROVIDED BY THE SPECIFYING AGENCY HAVE BEEN ESTIMATED
BY VALMONT. * THESE HEIGHTS ARE ABOVE BOTTOM OF BASE VLATE OR TRANSFORMER BASE. 􀁉􀁾􀀠
4 ANALYSIS OF VALMONT INDUSTRIES TRAFFIC SIGNAL STRUCTURE IN ACCORDANCE WITH AASHTO REQUIREMENTS (FINAL DEFLECTEDPOSITION) BY BNS 07/1S/!i!8 PAGE: SUBJECT: ADDISON, TEXAS (36 FT. MAST ARM) *********** INPUT DATA (CONTINUED) *********** 􀁾􀁕􀁍􀁉􀁎􀁁􀁉􀁒􀁅􀀠ARM 1 (DS50) 􀁾􀀽􀀽􀀽􀀻􀀻􀁾􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽�
�􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀠3PAN LENGTH B.OO FEET )RIENTATION ** o DEGREES 4EMBER DATA BASE O.D. 2.38 INCHES OUTER END 0.0. 2.38 INCHES THICKNESS 0.1540 INCHES ATTACH. HT. 29.00 FEET*
RISE 3.50 FEET SLOPE AT BASE 32.0 DEGREES CENTROID LOCATION HORIZONTAL 3.86 FEET VERTICAL = 2.18 FEET YIELD STRENGTH 36.00 KSI UNBENT LENGTH 8.94 FEET :"UMINAIRE *** SHAPE ROUNDED MOUNTING
HT. 32.50 FEET* = CENTROID HORIZ = 9.00 FEET WEIGHT 75.00 POUNDS PROJECTED AREA = 3.30 SQ. FT. * THESE HEIGHTS ARE ABOVE BOTTOM OF BASE PLATE OR TRANSFORMER BASE. ** ARM ORIENTATIONS
ARE ANGLES FROM +X AXIS IN X-Y PLANE. X AND Y AXES ARE PERPENDICULAR/PARALLEL TO SIDES OF POLE BASE PLATE. SEE *** BELOW. ••• THE LUMINAIRE SIZES SHOWN MUST NOT BE EXCEEDED WITHOUT CONSULTING
VALMONT. IF THESE SIZES WERE NOT PROVIDED BY THE SPECIFYING AGENCY, THEY HAVE BEEN ESTIMATED BY VALMONT . If:, 
ANALYSIS OF VALMONT INDUSTRIES TRAFFIC SIGNAL STRUCTURE IN ACCORDANCE WITH AASHTO REQUIREMENTS (FINAL DEFLECTED POSITION) BY BNS 07/15/98 PAGE: 5 SUBJECT: ADDISON, TEXAS (36 FT. MAST
ARM) *********** RESULTS *********** .NALYSIS OF ARMS: 'ORCES AND MOMENTS WITH WIND ACTING PERPENDICULAR TO EACH ARM 􀀬􀀽􀀽􀀽􀀽􀀽􀀽􀁾􀁾􀁾􀁾􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽
􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀠GROUP FORCES (POUNDS) MOMENTS (FOOT-POUNDS) ARM ARM ANALYSIS LOAD ===================== e==================:====
TYPE NO. LOCATION NO. AXIAL FY FZ TORSION MY MZ SIGNAL 1 BASE 1 0 0 -665 0 11241 0 SIGNAL 1 BASE 2 0 2043 -665 0 11241 36400 SIGNAL 1 BASE 3 a 108? -1080 0 19133 19227 LUMIN. 1 BASE
1 0 a -109 a 808 0 LUMIN. 1 BASE 2 a 110 -109 17 808 793 LUMIN. 1 BASE 3 a 71 -146 10 1051 567 i-; /7 
6 ANALYSIS OF VALMONT INDUSTRIES TRAFFIC SIGNAL STRUCTURE IN ACCORDANCE WITH AASHTO REQUIREMENTS (FINAL DEFLECTED POSITION) BY BNS 07/15/98 PAGE: SUBJECT: ADDISON, TEXAS (36 FT. MAST
ARM) *********** RESULTS (CONTINUED) *********** .NALYSIS OF ARMS: STRESSES WITH WIND ACTING PERPENDICULAR TO EACH ARM .NAL. LOCATION .==============; GROUP COMB. APPLIED STRESS (KSI)
ALLOW. STRESS (KSI) ARM ARM LOAD STR. ===================== TYPE NO. SITE NO. RATIO AXIAL BEND. SHEAR AXIAL BEND. SHEAR SIG 1 BASE 1 0.30 0.00 11.03 0.25 33.00 36.30 18.15 SIG 1 BASE
2 0.74 0.00 37.37 0.82 33.00 50.82 25.41 SIG 1 BASE 3 0.52 0.00 26.61 0.58 33.00 50.82 25.41 LUM 1 BASE 1 0.68 0.00 16.18 0.20 21.60 23.76 11.88 LUM 1 BASE ::: 0.68 0.00 22.67 0.46 21.60
33.26 16.63 LUM 1 BASE 3 0.72 0.00 23.90 0.40 21.60 33.26 16.63 Ig 
7 ANALYSIS OF VALMONT INDUSTRIES TRAFFIC SIGNAL STRUCTURE IN ACCORDANCE WITH AASHTO REQUIREMENTS (FINAL DEFLECTED POSITION) BY BNS 07/15/98 PAGE: SUBJECT: ADDISON, TEXAS (36 FT. MAST
ARM) . *********** RESULTS (CONTINUED) *********** illALYSIS OF POLE: FORCES, MOMENTS, AND CRITICAL WIND DIRECTIONS SECTION GROUP FORCES (POUNDS) MOMENTS (FOOT-POUNDS) WIND HEIGHT* LOAD
==================== ======================== DIRECT** (FEET) NO. FX FY FZ MX MY MZ (DEGREES) 27 .00 1 o o -159 o 808 o 27.00 2 85 7 -159 -29 1138 40 5 27.00 3 68 o -216 o 1318 o o 18.00
1 o o -989 o 12064 o 18.00 2 o 2277 -989 -2191 12070 37081 90 18.00 3 o 1271 -1527 -1622 20231 19713 90 14.00 1 o o -1080 o 12076 o 14.00 2 o 2444 -1080 -11418 12086 37081 90 14.00 3
o 1376 -1649 -6820 20268 19713 90 11.00 1 o o -1224 o 12099 o 11.00 2 o 2938 -1224 -18883 12118 37081 90 11.00 3 o 1640 -1815 -11074 20352 19713 90 7.00 1 o o -1372 o 12124 o 7.00 2
o 3188 -1372 -30814 12152 37081 90 7.00 3 426 1575 -1997 -15390 24403 16929 70 0.00 1 o o -1538 o 12141 o 0.00 2 o 3258 -1538 -53459 12176 37081 90 0.00 3 456 1657 -2229 -26762 27566
16929 70 * THESE HEIGHTS ARE ABOVE THE POLE BASE PLATE. ** THESE ARE DIRECTIONS TOWARD WHICH THE WIND IS FLOWING. THEY ARE ANGLES FROM THE +X AXIS IN THE X-Y PLANE /7 
ANALYSIS OF VALMONT INDlJSTRIES TRAFFIC SIGNAL STRUCTURE IN ACCORDANCE WITH MSHTO REQlJIREMENTS (FINAL DEFLECTED POSITION) BY BNS 07/15/98 PAGE: 8 SlJBJECT: ADDISON, TEXAS (36 FT. MAST
ARM) *********** RESULTS (CONTINUED) *********** "'ALYSIS OF POLE: STRESSES 􀀺􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀁾􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽�
�􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀠SECTION GROUl? COMB. APPLIED STRESS (KSI) ALLOW. STRESS (KSI) EFFECHEIGHT* I.Oi!}.D 􀁓􀁾􀀮􀁾􀀽􀀽􀀭􀀭􀀭-----------------TIllE (FEET) NO. RATIO AXIAL
BEND. SHEAR AXIAL BEND. SHEAR CA 27.00 1 0.03 0.03 0.94 0.00 33.00 36.30 18.15 1.00 27.00 2 0.03 0.03 1.33 0.06 33.00 50.82 25.41 1.00 27.00 3 0.03 0.04 1.54 0.03 33.00 50.82 25.41 1.00
18.00 1 0.30 0.18 10.70 0.00 33.00 36.30 18.15 1. 00 18.00 :2 0.68 0.18 10.88 17.28 33.00 50.82 25.41 1.00 18.00 3 0.49 0.28 18.01 9.21 33.00 50.82 25.41 1. 00 14.00 1 0.27 0.19 9.59
0.00 33.00 36.30 18.15 1.00 14.00 2 0.64 0.19 13.20 15.56 33.00 50.82 25.41 1.00 14.00 14.00 3 0.45 0.28 16.98 8.30 33.00 50.82 25.41 1.00 11.00 1 0.25 0.20 8.87 0.00 33.00 36.30 18.15
1.00 11.00 2 0.66 0.20 16.45 14.57 33.00 50.82 25.41 0.99 11.00 3 0.44 0.30 16.99 7.77 33.00 50.82 25.41 0.99 7.00 1 0.23 0.21 8.03 0.00 33.00 36.30 18.15 0.99 7.00 2 0.71 0.21 21.95
13.29 33.00 50.82 25.41 0.99 7.00 3 0.44 0.31 19.12 6.12 33.00 50.82 25.41 0.99 0.00 1 0.20 0.22 6.82 0.00 33.00 35.80 18.15 0.99 0.00 2 0.82 0.22 30.78 11.35 33.00 50.12 25.41 0.99
0.00 3 0.48 0.32 21.57 5.25 33.00 50.12 25.41 0.99 * THESE HEIGHTS ARE ABOVE THE POLE BASE PLATE. 
------------9 ANALYSIS OF VALMONT INDUSTRIES TRAFFIC SIGNAL STRUCTURE IN ACCORDANCE WITH 􀁾􀁾􀁓􀁈􀁔􀁏􀀠REQUIREMENTS (FINAL DEFLECTED POSITION) BY BNS 07/15/98 PAGE: SUBJECT: ADDISON,
TEXAS (36 FT. MAST ARM) *********** RESULTS (CONTINUED) *********** NALYSIS OF ANCHOR BOLTS ============================================================================= qUTICAL MAX.
ROUP WIND COMB. AXIAL SHEAR STRESS (KSI) STRESS (KSI) BOLT OAD DIRECT." STRESS FORCE FORCE ------------;;;;;;;::;;::;;:::::;;::::;::::====== CONST NO. (DEG) RATIO (LBS) (LBS) AXIAL SHEAR
AXIAL SHEAR 11K" 1 0.09 -4676 2.46 27.50 0.60 2 285 0.43 -27666 9077 14.57 4.78 38.50 23.10 0.60 3 290 0.31 -21259 4610 11.19 2.43 38.50 23.10 0.60 NALYSIS OF TRANSFORMER BASE CONNECTING
BOLTS =============================================================== CRITICAL MAX. GROUP WIND COMB. BOLT STRESSES (KSI) LOAD DIRECT.-STRESS FORCE =================== NO. (DEGREES) RATIO
(LBS) APPLIED ALLOWABLE 1 0.10 5723 3.24 33.25 2 65 0.41 33470 18.94 46.55 3 65 0.31 25699 14.54 46.55 NALYSIS OF BASE PLATE COMBINED STRESS RATIO 0.57 GROUP LOAD NUMBER 2 CRITICAL WIND
DIRECT.; 65 HAXIMUM BOLT FORCE -33470 BOLT-TO-POLE MOMENT ARM 2.75 WIDTH OF BENDING SECTION = 12.96 APPLIED BENDING STRESS ; 18.95 ALLOWABLE BENDING STRESS 33.26 -THESE ARE DIRECTIONS
TOWARD WHICH THEY ARE ANGLES FROM THE +X AXIS DEGREES POUNDS INCHES INCHES KSI KSI THE WIND IS FLOWING.' IN THE X-Y PLANE 21 
ANALYSIS OF VALMONT INDUSTRIES TRAFFIC SIGNAL STRUCTURE IN ACCORDANCE WITH AASHTO REQUIREMENTS (FINAL DEFLECTED POSITION) BY BNS 07/15/98 PAGE: 10 SUBJECT: ADDISON, TEXAS (36 FT. MAST
ARM) THIS PAGE PROVIDES THE PERTINENT INFORMATION CONCERNING THE ANALYSIS OF THE ARM-TO-POLE ATTACHMENT COMPONENTS OF THE SIGNAL AND SIGN ARMS. *********** INPUT DATA *********** ARM
1 ARM 2 ;ONNECTON BOLT DATA 􀁾lUMBER 4 lOLT DIAMETER (IN) = 1.250 lSTM SPECIFICATION A325 10RIZONTAL SPACING (IN) 10.00􀁾􀀠􀁾TERTlCAL SPACING (IN) 10.00 .TTACHMENT PLATE DATA =====================
rORIZONTAL WIDTH (IN) 13.00 'ERTICAL WIDTH (IN) 􀁾􀀠13.00 :HICKNESS (IN) 1.250 ,IELD STRENGTH (KSI) 36 *********** RESDLTS *********** 􀁾􀁁􀁌􀁙􀁓􀁉􀁓􀀠OF SIGNAL/SIGN ARM SIMPLEX BOLTS
MAX. GROUP STRESS (I<S1) BOLT LOAD TENSION =================== illM CSR NO. (LB) APPLIED ALLOVIABLE ======= ============ ===== ======= 1 0.50 2 28585 23.29 46.55 􀁾􀁁􀁌􀁙􀁓􀁉􀁓􀀠OF SIGNAL/SIGN
ARM SIMPLEX PLATES ,======================================================================= MAX. GROUP BEND. STRESS (I<SI) SLOPE OF LENGTH OF PLATE LOAD ="================= BEND LINE
BEND DINE .RM CSR NO. APPLIED ALLOWABLE DEGREES (IN) ========= ============ ============== ===== ======= 1 0.86 2 28.68 33.26 45 8.88 22 
ANALYSIS OF VALMONT INDUSTRIES TRAFFIC SIGNAL STRUCTURE IN ACCORDANCE WITH AASHTO REQUIREMENTS (FINAL DEFLECTED POSITION) BY BNS 07/15/98 PAGE! 11 SUBJECT: ADDISON, TEXAS (36 FT. MAST
ARM) RESULTS SUMMARY MAXIMUM COMBINED STRESS RATIO IN EACH MAJOR COMPONENT MAXIMUM REACTIONS APPLIED TO FOUNDATION ================================ ========================================
POLE (AT 0.00 FT) = 0.82 BENDING MOMENT 61198 FOOT-POUNDS SIGNAL AND SIGN ARM 1 = 0.74 TORSION 37081 FOOT-POUNDS LUMINAIRE ARM 1 = Q.72 SHEAR FORCE = 3258 POUNDS BASE PLATE 0.57 AXIAL
FORCE 2229 POUNDS ANCHOR BOLTS = 0.43 T-BASE CONNECTING BOLTS = 0.41 MAXIMUM BENDING + AXIAL DEAD WT. STRESS sis ARM 1 ATTACH. BOLTS 0.50 ================ (KSI) ================ sis
ARM 1 ATTACH. PLATE = 0.86 POLE 10.88 SIGN/SIGNAL ARM 1= 11.03 LUMINAIRE ARM 1= 16.18 RESULTANT DEFLECTION OF POLE TOP CAUSED BY DEAD WEIGHT 0.86 DEGREES >. 23 
1 ANALYSIS OF VALMONT INDUSTRIES TRAFFIC SIGNAL STRUCTURE IN ACCORDANCE WITH AASHTO REQUIREMENTS (FINAL DEFLECTED POSITION) BY BNS 07/15/98 PAGE: SUBJECT: ADDISON, TEXAS (40 FT. MAST
ARM) *********** INPUT DATA *********** 'IND VELOCITY 80 MPHI :LEVATION OF FOUNDATION ABOVE SURROUNDING TERRAIN o FEET ,=============================== ,HAPE ROUND ,ENGTH 30.00 FEET
:ASE O.D. 12.00 INCHES 'OP O.D. 7.80 INCHES 'APER 0.14 IN/FT 'EIGHT 766 POUNDS 'OLE SECTIONS ,OTTOM SECTION THICKNESS 0.2391 INCHES LENGTH 30.00 FEET YIELD STRENGTH 55.00 KSI 'VERLAP
0.00 FEET 'OP SECTION THICKNESS 0.0000 INCHES LENGTH 0.00 FEET BASE O.D. 0.00 INCHES YIELD STRENGTH 0.00 KSI ASE PLATE 'IDTH (SQUARE) 18.00 INCHES 'HICKNESS 1. 500 INCHES IELD STRENGTH
36.00 KSI NCHOR BOLTS UANTITY 4 OLT DIAMETER 1.75 INCHES OLT CIRCLE 24.00 INCHES IELD STRENGTH 55.00 KSI RANSFORMER BASE CONNECTING BOLTS UANTITY 4 OLT DIAMETER 1.50 INCHES OLT CIRCLE
18.00 INCHES STM SPEC A325 ASE HEIGHT 24.00 INCHES 
2 ANALYSIS OF VALMONT INDUSTRIES TRAFFIC SIGNAL STRUCTURE IN ACCORDANCE WITH AASHTO REQUIREMENTS (FINAL DEFLECTED POSITION) BY BNS 07/15/98 PAGE: SUBJECT: ADDISON, TEXAS (40 FT. MAST
ARM) *********** INPUT DATA (CONTINUED) *********** :IGNAL AND SIGN ARN 1 ARM 1 SECTIONS ================================ 􀀽􀁾􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀠:RAPE
ROUND BASE SECTION :PAN LENGTH = 40.00 FEET THICKNESS 0.2391 INCHES lASE O.D. = 9.50 INCHES LENGTH 40.00 FEET 'APER 0.14 IN/FT YIELD STRENGTH = 55.00 KSI .TTACH. HT. = 20.00 FEET* 'RIENTATION
= 0 DEGREES OVERLAP 0.00 FEET*" ,LOPE AT BASE 0 DEGREES :ENTROID LOCATION HORIZONTAL = 17.21 FEET ABOVE ATTACH. 0.00 FEET iNBENT LENGTH = 40.00 FEET " THIS IS HEIGHT OF ATTACHNENT TO
POLE ABOVE BOTTOM OF BASE PLATE OR TRANSFORMER BASE. SEE * * * BELOW. ** ARM ORIENTATIONS ARE ANGLES FROM +X AXIS IN X-Y PLANE. X AND Y AXES ARE PERPENDICULAR/PARALLEL TO SIDES OF POLE
BASE PLATH. SEE *** BELOW. ** IF ARM IS ATTACHED WITH A CLAMP, HEIGHT AND ORIENTATION MUST NOT BE CHANGED FROM VALUES SHOWN ABOVE WITHOUT CONSULTING VALMONT. 
3 ANALYSIS OF VALMONT INDUSTRIES TRAFFIC SIGNAL STRUCTURE IN ACCORDANCE WITH AASHTO REQUIREMENTS (FINAL DEFLECTED POSITION) BY BNS 07/15/9B PAGE: SUBJECT: ADDISON, TEXAS (40 FT. MAST
ARM) *********** INPUT DATA (CONTINUED) *********** JESCRIPTION OF SIGNALS AND SIGNS * ============================================================================== 'OSITION HEIGHT
** DISTANCE SIGNAL SIGNAL OF OF TO CENT. OR SIGN PROJECTED SIGN SIGN SIGNAL CENTROID FROM POLE WEIGHT AREA LENGTH WIDTH JR SIGN TYPE (FEET) (FEET) (LBS) (SQ. FT. ) (FEET) (FEET) ARM
1 SIGNAL 20.00 39.00 55 13 .33 0.00 0.00 ARM 1 SIGN 20.00 34.00 15 0.00 2.50 2.50 ARM 1 SIGNAL 20.00 26.00 40 B.67 0.00 0.00 ARM 1 SIGN 20.00 13.00 15 0.00 2.50 2.50 ARM 1 SIGN 20.00
2.00 50 0.00 B.OO 2.00 POLE SIGN 16.00 0.00 10 0.00 2.00 2.00 POLE SIGNAL 13.00 0.00 BO 17.34 0.00 0.00 POLE SIGNAL 9.00 0.00 60 B.OO 0.00 0.00 * THE VALUES SHOWN IN THIS TABLE MUST
NOT BE EXCEEDED WITHOUT CONSULTING VALMONT. ANY SIZES OR OTHER DIMENSIONS NOT PROVIDED BY THE SPECIFYING AGENCY HAVE BEEN ESTIMATED BY VALMONT . . * THESE HEIGHTS ARE ABOVE BOTTOM OF
BASE PLATE OR TRANSFORMER BASE. 
4 ANALYSIS OF VALMONT INDUSTRIES TRAFFIC SIGNAL STRUCTURE IN ACCORDANCE WITH AASHTO REQUIREMENTS (FINAL DEFLECTED POSITION) BY BNS 07/15/98 PAGE: SUBJECT: ADDISON, TEXAS (40 FT. MAST
ARM) *********** INPUT DATA (CONTINUED) *********** ,UNINAIRE ARM 1 (DS50) 􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀁾􀀽􀀽􀀽􀀽􀀠PAN LENGTH 8.00 FEET 'RIENTATION ** = 0
DEGREES EMBER DATA BASE O.D. 2.38 INCHES􀁾􀀠OUTER END O.D. = 2.38 INCHES THICKNESS 0.1540 INCHES ATTACH. HT. * = 29.00 FEET RISE 3.50 FEET 􀁾􀀠SLOPE AT BASE = 32.0 DEGREES CENTROID LOCATION
HORIZONTAL 3.86 FEET VERTICAL = 2.18 FEET YIELD STRENGTH = 36.00 KSI UNBENT LENGTH 8.94 FEET UMINAIRE *** SHAPE ROUNDED MOUNTING HT. * = 32.50 FEET CENTROID HORIZ = 9.00 FEET WEIGHT
75.00 POUNDS PROJECTED AREA = 3.30 SQ. FT. * THESE HEIGHTS ARE ABOVE BOTTOM OF BASE PLATE OR TRANSFORMER BASE. ** ARM ORIENTATIONS ARE ANGLES FROM +X AXIS IN X-Y PLANE. X AND Y AXES
ARE PERPENDICULAR/PARALLEL TO SIDES OF POLE BASE PLATE. SEE *** BELOW. ** THE LUNINAIRE SIZES SHOWN NUST NOT BE EXCEEDED WITHOUT CONSULTING VALMONT. IF THESE SIZES WERE NOT PROVIDED
BY THE SPECIFYING AGENCY, THEY HAVE BEEN ESTIMATED BY VALMONT . 27 
5 ANALYSIS OF VALMONT INDUSTRIES TRAFFIC SIGNAL STRUCTURE IN ACCORDANCE WITH AASHTO REQUIREMENTS (FINAL DEFLECTED POSITION) BY BNS 07/15/98 PAGE: SUBJECT: ADDISON, TEXAS (40 FT. MAST
ARM) *********** RESULTS *********** INALYSIS OF ARMS: 'ORCES AND MOMENTS WITH WIND ACTING PERPENDICULAR TO EACH ARM ============================================================================
GROUP FORCES (POUNDS) MOMENTS (FOOT-POUNDS) ARM ARM ANALYSIS LOAD ===================== ======================== TYPE NO. LOCATION NO. AXIAL FY FZ TORSION MY MZ SIGNAL 1 BASE 1 0 0 -857
0 15733 0 SIGNAL 1 BASE 2 0 2092 -857 0 15733 42557 SIGNAL 1 BASE 3 0 1104 -1285 0 24806 22272 LUMIN. 1 BASE 1 0 0 -109 0 808 0 LUMIN. 1 BASE 2 0 110 -109 17 808 793 LUMIN. 1 BASE 3
0 71 -146 10 1051 567 28 
ANALYSIS OF VALMONT INDUSTRIES TRAFFIC SIGNAL STRUCTURE IN ACCORDANCE WITH AASHTO REQUIREMENTS (FINAL DEFLECTED POSITION) BY BNS 07/J.5/98 PAGE: 6 SUBJECT: ADDISON, TEXAS (40 FT. MAST
ARM) *********** RESULTS (CONTINUBD) *********** INALYSIS OF ARMS; STRESSES WITH WIND ACTING PERPENDICULAR TO EACH ARM INAL. LOCATION GROUP COMB. APPLIED STRESS (KSI) ALLOW. STRESS (KSI)
ARM ARM LOAD STR. TYPE NO. SITE NO. RATIO AXIAL BEND. SHEAR AXIAL BEND. SHEAR SIG 1 BASE J. 0.32 0.00 J.l..72 0.25 33.00 36.30 18.15 SIG J. BASE 2 0.67 0.00 33.81 0.65 33.00 50.82 25.41
SIG J. BASE 3 0.49 0.00 24.84 0.49 33.00 50.82 25.4J. LUM J. BASE J. 0.68 0.00 16.18 0.20 21.60 23.76 11.88 LlJl.! J. BASE 2 0.68 0.00 22.67 0.46 21.60 33.26 J.6.63 LlJl.! J. BASE 3
0.72 0.00 23.90 0.40 21.60 33.26 J.6.63 
7 ANALYSJS OF VALMONT JNDUSTRJES TRAFFJC SJGNAL STRUCTURE IN ACCORDANCE WITH AASHTO REQUIREMENTS (FJNAL DEFLECTED POSITION) BY BNS 07/15/98 PAGE: SUBJECT: ADDISON, TEXAS (40 FT. MAST
ARM) *********** RESULTS (CONTINUED) *********** 􀁾􀁁􀁌􀁙􀁓􀁉􀁓􀀠OF POLE: FORCES, MOMENTS, AND CRITICAL WIND DIRECTIONS SECTION GROUP FORCES (POUNDS) MOMENTS (FOOT-POUNDS) WIND HEIGHT*
LOAD ======================== DIRECT** (FEET) NO. FX FY FZ MX MY MZ (DEGREES) 27.00 1 o o -171 o 808 o 27.00 2 86 8 -171 -29 1139 40 5 27.00 3 66 o -226 o 1316 o o 18.00 1 a o -1233
o 16562 o 18.00 2 a 2328 -1233 -2204 16570 43239 90 18.00 3 o 1283 -177:3 -1584 25915 22758 90 14.00 1 o o -1343 o 16579 o 14.00 2 o 24:32 -1343 -11631 16593 43239 90 14.00 3 o 1385
-1920 -6821 25963 22758 90 11.00 1 o o -1503 o 16614 o 11.00 2 o 2:385 -1503 -19251 16642 43239 90 11.00 3 o H48 -2099 -11103 26074 22758 90 7.00 1 o o -1673 o 16651 o 7.00 2 o 3233
-1673 -31377 16693 43239 90 7.00 3 426 1573 -2302 -15372 30145 19540 70 0.00 1 o o -1882 o 16676 o 0.00 2 o 3300 -1882 -54339 16728 43239 90 0.00 3 551 1575 -2574 -25425 34780 18560
65 * THESE HEIGHTS ARE ABOVE THE POLE BASE PLATE. ** THESE ARE DJRECTIONS TOWARD WHICH THE WIND IS FLOWING. THEY ARE ANGLES FROM THE +X AXIS IN THE X-Y PLANE 20 
8 ANALYSIS OF VALMONT INDUSTRIES TRAFFIC SIGNAL STRUCTURE IN ACCORDANCE WITH AASHTO REQUIREMENTS (FINAL DEFLECTED POSITION) BY ENS 07/15/98 PAGE: SUBJECT: ADDISON, TEXAS (40 FT. MAST
ARM) *********** RESULTS (CONTINUED) *********** ,NALYSIS OF POLE: STRESSES 􀀻􀀽􀀽􀀽􀀻􀀻􀁾􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀁾􀀽􀀽􀀽􀀽􀁾􀁾􀀽􀀽􀁾􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽�
�􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀠SECTION GROUP COMB. APPLIED STRESS (KSI) ALLOW. STRESS (KSI) EFFECHEIGHT* LOAD STR. ===================== ===================== TIVE (FEET) NO. RATIO
AXIAL BEND. SHEAR AXIAL BEND. SHEAR CA 27.00 1 0.02 0.03 0.81 0.00 33.00 36.30 18.15 1.00 27.00 2 0.02 0.03 1.14 0.05 33.00 50.82 25.41 1.00 27.00 3 0.03 0.04 1. 32 0.02 33.00 50.82
25.41 1. 00 18.00 1 0.35 0.18 12.39 0.00 33.00 36.30 18.15 l.00 18.00 2 0.69 0.18 12.51 16.86 33.00 50.82 2S.41 1.00 18.00 3 O.Sl 0.26 19.43 8.89 33.00 50.82 25.41 l.00 14.00 1 0.31
0.18 11.03 0.00 33.00 36.30 18.1S 1.00 14.00 2 0.62 0.18 13 .48 15.07 33.00 50.82 25.41 1.00 14.00 3 0.46 0.26 17.86 7.95 33.00 50.82 2S.41 l.00 11.00 1 0.29 0.20 10.16 0.00 33.00 36.30
18.1S 1.00 11.00 :2 0.62 0.20 15.57 14.01 33.00 SO.82 25.41 0.99 11.00 3 0.43 0.27 17.34 7.39 33.00 50.82 25.41 0.99 7.00 1 0.26 0.21 9.15 0.00 33.00 36.30 19 .15 0.99 7.00 2 0.64 0.21
19.54 12.69 33.00 SO.82 2S.41 0.99 7.00 3 0.43 0.28 18.60 5.78 33.00 SO.82 25.41 0.99 0.00 1 0.22 0.21 7.70 0.00 33.00 36.30 18.1S 0.99 0.00 2 0.70 0.21 26.27 10.74 33.00 SO.82 25.41
0.99 0.00 :3 0.43 0.29 19.90 4.67 33.00 50.82 25.41 0.99 * THESE HEIGHTS ARE ABOVE THE POLE BASE PLATE. 
ANALYSIS OF VALMONT INDUSTRIES TRAFFIC SIGNAL STRUCTURE IN ACCORDANCE WITH AASHTO REQUIREMENTS (FINAL DEFLECTED POSITION) BY ENS 􀀰􀀷􀀯􀁬􀀵􀀯􀁾􀀸􀀠PAGE: 􀁾􀀠SUBJECT: ADDISON, TEXAS (40
FT. MAST ARM) *********** RESULTS (CONTINUED) *********** 􀁾􀁁􀁌􀁙􀁓􀁉􀁓􀀠OF ANCHOR BOLTS CRITICAL MAX. APPLIED ALLOWABLE lROUP WIND COMB. AXIAL SHEAR STRESS (KSI) STRESS (KSI) BOLT
,OAD DIRECT.* STRESS FORCE FORCE :;:==-========= ============ CONST NO. (DEG) RATIO (LBS) (LBS) AXIAL SHEAR AXIAL SHEAR llKIl l 0.12 -6366 3.35 27.50 0.60 2 2B5 0.47 -29638 10457 15.60
5.51 38.50 23.10 0.60 3 290 0.34 -23361 5261 12.30 2.77 38.50 23.10 0.60 􀁾􀁁􀁌􀁙􀁓􀁉􀁓􀀠OF TRANSFORMER BASE CONNECTING BOLTS ;===============================================================
CRITICAL MAX. GROUP WIND COMB. BOLT STRESSES (KSI) LOAD DIRECT.' STRESS FORCE =================== NO. (DEGREES) RATIO (LBS) APPLIED ALLOWABLE 1 0.13 7861 4.45 33.25 2 65 0.44 35912 20.32
46.55 3 65 0.35 28380 16.06 46.55 􀁾􀁁􀁌􀁙􀁓􀁉􀁓􀀠OF BASE PLATE 􀀡􀁾􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀠COMBINED STRESS RATIO = 0.64
GROUP LOAD NUMBER 2 CRITICAL WIND DIRECT.' = 65 DEGREES MAXIMUM BOLT FORCE = 35912 POUNDS BOLT-TO-POLE MOMENT ARM 3.00 INCHES WIDTH OF BENDING SECTION 13.46 INCHES APPLIED BENDING STRESS
= 2l. 35 KSI ALLOWABLE BENDING STRESS = 33.26 KSI , THESE ARE DIRECTIONS TOWARD WHICH THE WIND IS FLOWING. THEY ARE ANGLES FROM THE +X AXIS IN THE X-Y PLANE 
ANALYSIS OF VALMONT INDUSTRIES TRAFFIC SIGNAL STRUCTURE IN ACCORDANCE WITH AASHTO REQUIREMENTS (FINAL DEFLECTED POSITION) BY BNS 07/15/98 PAGE: IO SUBJECT; ADDISON, TEXAS (40 FT. MAST
ARM) THIS PAGE PROVIDES THE PERTINENT INFORMATION CONCERNING THE ANALYSIS OF THE ARM-TO-POLE ATTACHMENT COMPONENTS OF THE SIGNAL AND SIGN ARMS. *********** INPUT DATA *********** ARM
I ARM 2 :ONNECTON BOLT DATA :=================== lUMBER 4 lOLT DIAMETER (IN) I.250 ,STH SPECIFICATION A325 !ORIZONTAL SPACING (IN) = 10.00 'ERTICAL SPACING (IN) = IO.OO ,TTACHMENT PLATE
DATA ,==================== [ORIZONTAL WIDTH (IN) 13.00 'ERTICAL WIDTH (IN) 13.00 'HICKNESS (IN) = 1.500 "IELD STRENGTH (KSI) 36 *********** RESULTS *********** NALYSIS OF SIGNAL/SIGN
ARM SIMPLEX BOLTS MAX. GROUP STRESS (KSI) BOLT LOAD TENSION =================== RM CSR NO. (LB) APPLIED ALLOWABLE =========--===== ======= ======= 1 0.61 2 34974 28.50 46.55 NALYSIS
OF SIGNAL/SIGN ARM SIMPLEX PLATES ======================================================================= MAX. GROUP BEND. STRESS (KSI) SLOPE OF LENGTH OF PLATE LOAD ===================
BEND LINE BEND LINE RM CSR NO. APPLIED ALLDWABLE DEGREES (IN) ========= ============ ============== ===== ======= 1 0.73 2 24.36 33,26 45 8.88 
ANALYSIS OF VALMONT INDUSTRIES TRAFFIC SIGNAL STRUCTURE IN ACCORDANCE WITH AASHTO REQUIREMENTS (FINAL DEFLECTED POSITION) BY BNS 07/15/98 PAGE, 11 SUBJECT, ADDISON, TEXAS (40 FT. MAST
ARM) RESULTS SUMMARY MAXIMUM COMEINED STRESS RATIO IN EACH MAJOR COMPONENT MAXIMUM REACTIONS APPLIED TO FOUNDATION ================================ POLE (AT 0.00 FT) = 0.70 BENDING 􀁍􀁏􀁾􀁬􀁅􀁎􀁔􀀠63
194 FOOT-POUNDS SIGNAL AND SIGN ARM 1 0.67 TORSION 43239 FOOT-POUNDS LUMINAIRE ARM 1 = 0.72 SHEAR FORCE 3300 POUNDS BASE PLATE = 0.64 AXIAL FORCE 2574 POUNDS ANCHOR BOLTS = 0.47 T-BASE
CONNECTING BOLTS = 0.44 MAXIMUM BENDING + AXIAL DEAD WT. STRESS sis ARM 1 ATTACH. BOLTS 0.61 ================ (KSI) ================ siS ARM 1 ATTACH. PLATE = 0.73 POLE 12.57 SIGN/SIGNAL
ARM 1= 11.72 􀁌􀁕􀁍􀁉􀁾􀁁􀁉􀁒􀁅􀀠ARM 1= 16.18 RESULTANT DEFLECTION OF POLE TOP CAUSED BY DEAD WEIGHT 1.06 DEGREES 
ANALYSIS OF VALMONT INDUSTRIES TRAFFIC SIGNAL STRUCTURE IN ACCORDANCE WITH AASHTO REQUIREMENTS (FINAL DEFLECTED POSITION) BY BNS 􀀰􀀷􀀯􀁾􀀵􀀯􀀹􀀸􀀠PAGE: 􀁾􀀠SUBJECT: ADDISON, TEXAS (44
FT. MAST ARM) *********** INPUT DATA *********** IND VELOCITY 80 MPHI LEVATION OF FOUNDATION ABOVE SURROUNDING TERRAIN ; o FEET OLE =============================== HAPE ROUND ENGTH 30.00
FEET ASE O.D. 􀁾􀀲􀀮􀀵􀀰􀀠INCHES OP O.D. 8.30 INCHES􀁾􀀠APER = 0.14 IN/FT EIGHT 805 POUNDS OLE SECTIONS OTTOM SECTION THICKNESS 􀀰􀀮􀀲􀀳􀀹􀁾􀀠INCHES LENGTH 30.00 FEET YIELD STRENGTH
= 55.00 KSI VERLAP 0.00 FEET OP SECTION THICKNESS 0.0000 INCHES LENGTH 0.00 FEET BASE O.D. 0.00 INCHES YIELD STRENGTH 0.00 KSI ASE PLATE =============================== IDTH (SQUARE)
􀁾􀀸􀀮􀀰􀀰􀀠INCHES HICKNESS = 􀁾􀀮􀀵􀀰􀀰􀀠INCHES IELD STRENGTH 36.00 KSI NCHOR BOLTS =============================== UANTITY = 4 OLT DIAMETER 1.75 INCHES OLT CIRCLE = 24. 00 INCHES IELD
STRENGTH = 55.00 KSI RANSFORMER BASE CONNECTING BOLTS =============================== UANTITY 4 OLT OLT DIAMETER = 1.50 INCHES OLT CIRCLE = 18.00 INCHES STM SPEC = A325 ASE HEIGHT 24.00
INCHES ]5 
2 ANALYSIS OF VALMONT INDUSTRIES TRAFFIC SIGNAL STRUCTURE IN ACCORDANCE WITH AASHTO REQUIREMENTS (FINAL DEFLECTED POSITION) BY BNS 07/15/98 PAGE: SUBJECT: ADDISON, TEXAS (44 FT. MAST
ARM) *********** INPUT DATA (CONTINUED) *********** :IGNAL AND SIGN ARM 1 ARM 1 SECTIONS :HAPE ROUND BASE SECTION :PAN LENGTH 44.00 FEET THICKNESS = 0.2391 INCHES lASE O.D. 10.00 INCHES
LENGTH 44.00 FEET􀁾􀀠'APER = 0.14 m/FT YIELD STRENGTH = 55.00 KSI ,TTACH. NT. * 20.00 FEET 'RIENTATION 0 DEGREES OVERLAP 0.00 FEET􀁾** :LOPE AT BASE = 0 DEGREES 􀁾􀁎􀁔􀁒􀁏􀁉􀁄􀀠LOCATION
HORIZONTAL = 18.74 FEET ABOVE ATTACH. = 0.00 FEET INBENT LENGTH = 44.00 FEET * THIS IS HEIGHT OF ATTACHMENT TO POLE ABOVE BOTTOM OF BASE PLATE OR TRANSFORMER BASE. SEE **. BELOW. **
ARM ORIENTATIONS ARE ANGLES FROM +X AXIS IN X-Y PLANE. X AND Y AXES ARE PERPENDICULAR/PARALLEL TO SIDES OF POLE BASE PLATE. SEE *** BELOW . .• * IF ARM IS ATTACHED WITH A CLAMP, HEIGHT
AND ORIENTATION MUST NOT BE CHANGED FROM VALUES SHOWN ABOVE WITHOUT CONSULTING VALMONT. 
3 ANALYSIS OF VALMONT INDUSTRIES 􀁔􀁒􀁐􀁾􀁆􀁉􀁃􀀠SIGNAL STRUCTURE IN ACCORDANCE WITH AASHTO REQUIREMENTS (FINAL DEFLECTED POSITION) BY BNS 07/15/98 PAGE: SUBJECT: ADDISON, TEXAS (44
FT. MAST ARM) *********** INPUT DATA (CONTINUED) *********** lESCRIPTION OF SIGNALS AND SIGNS * 􀁾􀀽􀀽􀀽􀀽􀀽􀀻􀀻􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽�
�􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀠'OSITION HEIGHT ** DISTANCE SIGNAL SIGNAL OF OF TO CENT. OR SIGN PROJECTED SIGN SIGN SIGNAL CENTROID FROM POLE WEIGHT AREA LENGTH
WIDTH lR SIGN TYPE (FEET) (FEET) (LBS) (SQ. FT. ) (FEET) (FEET) ARM 1 SIGNAL 20.00 43.00 55 13.33 0.00 0.00 ARM 1 SIGN 20.00 38.00 15 0.00 2.50 2.50 ARM 1 SIGNAL 20.00 28.00 40 8.67
0.00 0.00 ARM 1 SIGN 20.00 20.00 15 0.00 2.50 2.50 ARM 1 SIGNAL 20.00 12.00 40 8.67 0.00 0.00 ARM 1 SIGN 20.00 2.00 50 0.00 8.00 2.00 POLE SIGN 16.00 0.00 10 0.00 2.00 2.00 POLE SIGNAL
13. 00 0.00 80 17.34 0.00 0.00 POLE SIGNAL 9.00 0.00 60 8.00 0.00 0.00 * THE VALUES SHOWN SHOWN IN THIS TABLE MUST NOT BE EXCEEDED WITHOUT CONSULTING VALMONT. ANY SIZES OR OTHER DIMENSIONS
NOT PROVIDED BY THE SPECIFYING AGENCY HAVE BEEN ESTIMATED BY VALMONT. * THESE HEIGHTS ARE ABOVE BOTTOM OF BASE PLATE OR TRANSFORMER BASE. 37 
4 ANALYSIS OF VALMONT INDUSTRIES TRAFFIC SIGNAL STRUCTURE IN ACCORDANCE WITH AASHTO REQUIREMENTS (FINAL DEFLECTED POSITION) BY BNS 07/15/98 PAGE: SUBJECT: ADDISON, TEXAS (44 FT. MAST
ARM) *********** INPUT DATA (CONTINUED) *********** LUMINAIRE ARM 1 (DSSO) ================================== SPAN LENGTH 8.00 FEET ORIENTATION = 0 DEGREES** MEMBER DATA BASE O.D. 2.38
INCHES OUTER END O.D. 2.38 INCHES THICKNESS 0.1540 INCHES􀁾􀀠ATTACH. HT. 29.00 FEET* RISE 3.50 FEET SLOPE AT BASE 32.0 DEGREES 􀁾􀀠CENTROID LOCATION HORIZONTAL 3.86 FEET VERTICAL = 2.18
FEET YIELD STRENGTH 36.00 KSI UNBENT LENGTH 8.94 FEET LUMINAIRE *** SHAPE ROUNDED MOUNTING HT. • 32.50 FEET􀁾􀀠CENTROID HORIZ 9.00 FEET WEIGHT 75.00 POUNDS PROJECTED AREA 3.30 SQ. FT.
* THESE HEIGHTS ARE ABOVE BOTTOM OF BASE PLATE OR TRANSFORMER BASE. ** ARM ORIENTATIONS ARE ANGLES FROM +X AXIS IN X-Y PLANE. X AND Y AXES ARE PERPENDICULAR/PARALLEL TO SIDES OF POLE
BASE PLATE. SEE *** BELOW. '** TEE LUMINAIRE SIZES SHOWN MUST NOT BE EXCEEDED WITHOUT CONSULTING VALMONT. IF THESE SIZES WERE NOT PROVIDED BY THE SPECIFYING AGENCY, THEY HAVE BEEN ESTIMATED
BY VALMONT . 
ANALYSIS OF VALMONT INDUSTRIES TRAFFIC SIGNAL STRUCTURE IN ACCORDANCE WITH AASHTO REQUIREMENTS (FINAL DEFLECTED POSITION) BY BNS 07/15/98 PAGE: 5 SUBJECT: ADDISON, TEXAS (44 FT. ,MAST
ARM) *********** RESULTS *********** >.NALYSIS OF ARMS: 10RCES AND MOMENTS WITH WIND ACTING PERPENDICULAR TO EACH ARM 􀀽􀁾􀁾􀁾􀁾􀁾􀀽􀀽􀀽􀀽􀀽􀀽􀁾􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽�
�􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀠GROUP FORCES (POUNDS) MOMENTS (FOOT-POUNDS) ARM ARM ANALYSIS LOAD ===================== ========================
TYPE NO. LOCATION NO. AXIAL FY FZ TORSION MY MZ SIGNAL 1 EASE 1 0 0 -991 0 19474 0 SIGNAL 1 BASE 2 0 2419 -991 0 19474 51910 SIGNAL 1 BASE 3 0 128.6 -1500 0 30658 27378 LUMIN. 1 BASE
1 0 0 -109 0 B08 0 LUMIN. 1 BASE 2 0 110 -109 17 B08 793 LUMIN. 1 EASE 3 0 71 -146 10 1051 567 
6 ANALYSIS OF VALMONT INDUSTRIES TRAFFIC SIGNAL STRUCTURE IN ACCORDANCE WITH AASHTO REQUIREMENTS (FINAL DEFLECTED POSITION) BY BNS 07/l5/98 PAGE: SUBJECT: ADDISON, TEXAS (44 FT. MAST
ARM) *********** RESULTS (CONTINUED) *********** \NALYSIS OF ARMS: STRESSES WITH WIND ACTING PERPENDICULAR TO EACH ARM ============================================================================
\NAL. LOCATION ================ GROUP COMB. APPLIED STRESS (KSI) ALLOW. STRESS (KSI) ARM ARM LOAD STR. ===================== ===================== TYPE NO. SITE NO. RATIO AXIAL BEND.
SHEAR AXIAL BEND. SHEAR SIG l BASE l 0.36 0.00 l3.06 0.27 33.00 36.30 l8.l5 SIG l BASE 2 0.73 0.00 3.7.l9 0.7l 33.00 50.82 25.4l SIG l BASE 3 0.54 0.00 27.57 0.54 33.00 50.82 25.4l LUM
l BASE l 0.68 0.00 l6.l8 0.20 2l.60 23.76 ll. 88 LUM l BASE 2 0.68 0.00 22.67 0.46 2l.60 33.26 l6.63 LUM l BASE 3 0.72 0.00 23.90 0.40 2l.60 33.26 l6.63 
7 ANALYSIS OF VALMONT INDUSTRIES TRAFFIC SIGNAL STRUCTURE IN ACCORDANCE WITH AASHTO REQUIREMENTS (FINAL DEFLECTED POSITION) BY BNS 07/15/98 PAGE: SUBJECT: ADDISON, TEXAS (44 FT. 􀁾􀁉􀁁􀁓􀁔􀀠ARM)
*********** RESULTS (CONTINUED) *********** 'lNALYSIS OF POLE: FORCES, MOMENTS, AND CRITICAL WIND DIRECTIONS SECTION GROUP FORCES (POUNDS) MOMENTS (FOOT-POUNDS) WIND HEIGHT* LOAD ====================
======================== DIRECT** (FEET) NO. FX FY FZ MX MY MZ (DEGREES) 27.00 1 o o -175 o 808 o 27.00 2 85 7 -175 -29 1138 40 5 27.00 3 68 o -232 o 1319 o o 18.00 1 o o -1382 o 20304
o 18.00 2 o 2654 -1382 -2192 20313 52591 90 18.00 3 o 1471 -2014 -1621 31773 27863 90 14.00 1 o o -1498 o 20323 o 14.00 2 o 2820 -1498 -12927 20338 52591 90 14.00 3 o 1576 -2161 -7617
31825 27863 90 11.00 1 o o -1661 o 20365 o 11.00 2 o 3315 -1661 -21542 20397 52591 90 11.00 3 o 1840 -2346 -12480 31959 27863 90 7.00 1 o o -1838 o 20408 o 7.00 2 o 3565 -1838 -35000
20457 52591 90 7.003 487 1742 -2556 -17244 36735 23912 70 0.00 1 o o -2055 2055 o 20438 o 0.00 :2 o 3635 -2055 -60298 20499 52591 90 0.00 3 627 1739 -2840 -28345 42065 22710 65 * THESE HEIGHTS ARE ABOVE
THE POLE BASE PLATE. ** THESE ARE DIRECTIONS TOWARD WHICH THE WIND IS FLOWING. THEY ARE ANGLES FROM THE +X AXIS IN THE X-Y PLANE If( 
8 ANALYSIS OF VALMONT INDUSTRIES TRAFFIC SIGNAL STRUCTURE IN ACCORDANCE WITH AASHTO REQUIREMENTS (FINAL DEFLECTED POSITION) BY BNS 07/15/98 PAGE: SUBJECT: ADDISON, TEXAS (44 FT. MAST
ARM) *********** RESULTS (CONTINUED) *********** 􀁾􀁁􀁌􀁙􀁓􀁉􀁓􀀠OF POLE; STRESSES =====;======================================================================== SECTION GROUP COMB.
APPLIED STRESS (KSI) ALLOW. STRESS (KSI) EFFECHEIGHT* LOAD STR. ===================== TIVE (FEET) NO. RATIO AXIAL BEND. SHEAR AXIAL BEND. SHEAR CA 27.00 1 0.02 0.03 0.72 0.00 33.00 36.30
18.15 1.00 27.00 2 0.02 0.03 1.01 0.04 33.00 50.82 25.41 1. 00 27.00 3 0.02 0.04 1.17 0.02 33.00 50.82 25.41 1.00 18.00 1 0.38 0.19 13.67 0.00 33.00 36.30 18.15 1.00 18.00 2 0.80 0.19
13.76 18.44 33.00 50.82 25.41 1.00 18.00 3 0.58 0.28 21.43 9.79 33.00 50.82 25.41 1.00 14.00 1 0.34 0.19 12.24 0.00 33.00 36.30 18.15 1.00 14.00 2 0.72 0.19 14.51 16.57 33.00 50.82 25.41
1.00 14.00 3 0.52 0.28 19.71 8.80 33.00 50.82 25.41 1.00 11.00 1 0.32 0.21 11.32 0.00 33.00 36.30 18.15 1.00 11.00 2 0.70 0.21 16.49 15.45 33.00 50.82 25.41 0.99 11,00 3 0.49 0.29 19.08
8.21 33.00 50.82 25.41 0.99 7.00 1 0.29 0.22 10.25 0.00 33.00 36.30 18.15 0.99 7.00 2 0.71 0.22 20.36 14.05 33.00 50.82 25.41 0.99 7.00 3 0.47 0.30 20.38 6.43 33.00 50.82 25.41 0.99
0.00 1 0.25 0.22 8.69 0.00 33.00 36.30 18.15 0.99 0.00 2 0.76 0.22 27.07 11.97 33.00 50.82 25.41 0.99 0.00 3 0.48 0.31 21.56 5.23 33.00 50.82 25.41 0.99 * TRESE HEIGHTS ARE ABOVE THE
POLE BASE PLATE. 
ANALYSIS OF VALMONT INDUSTRIES TRAFFIC SIGNAL STRUCTURE IN ACCORDANCE WITH AASHTO REQUIREMENTS (FINAL DEFLECTED POSITION) BY BNS 07/15/98 PAGE, 9 SUBJECT: ADDISON, TEXAS (44 FT. MAST
ARM) *********** RESULTS (CONTINUED) *********** 􀁾􀁁􀁌􀁙􀁓􀁉􀁓􀀠OF ANCHOR BOLTS CRITICAL MAX. APPLIED ALLOWABLE ;ROUP WIND COMB. AXIAL SHEAR STRESS (KSI) STRESS (KSI) BOLT ,GAD DIRECT.*
STRESS FORCE FORCE ============ ============ CONST NO. (DEG) RATIO (LBS) (LBS) AXIAL SHEAR AXIAL SHEAR uKII 1 0.15 -7739 4.07 27.50 0.60 2 285 0.54 -33772 12670 17.78 6.67 38.50 23.10
0.60 3 290 0.40 -27167 6396 14.30 3.37 38.50 23.10 0.60 lliALYSIS OF TRANSFORMER BASE CONNECTING BOLTS CRITICAL MAX. GROUP WIND COMB. BOLT STRESSES (KSI) LOAD DIRECT. * STRESS FORCE
===========M======= NO. (DEGREES) RATIO (LBS) APPLIED ALLOWABLE 1 0.16 9634 5.45 33.25 2 65 0.50 41221 23.33 46.55 3 60 0.40 33162 18.77 46.55 lliALYSIS OF BASE PLATE 􀁾􀀽􀁾􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀁾􀀽􀀽
􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀠COMBINED STRESS RATIO = 0.70 GROUP LOAD NUMBER = 2 CRITICAL WIND DIRECT. * 65 DEGREES MAXIMUM BOLT FORCE 41221 POUNDS BOLT-TO-POLE
MOMENT ARM 2.75 INCHES WIDTH OF BENDING SECTION = 12.96 INCHES APPLIED BENDING STRESS = 23.33 KSI ALLOWABLE BENDING STRESS 33.26 KSI * THESE ARE DIRECTIONS TOWARD WHICH THE WIND IS FLOWING.
THEY ARE ANGLES FROM THE +X AXIS IN THE X-Y PLANE 
ANALYSIS OF VALMONT INDUSTRIES TRAFFIC SIGNAL STRUCTURE IN ACCORDANCE WITH AASHTO REQUIREMENTS (FINAL DEFLECTED POSITION) BY BNS 07/15/98 PAGE: 10 SUBJECT: ADDISON, TEXAS (44 FT. MAST
ARM) THIS PAGE PROVIDES THE PERTINENT INFORMATION CONCERNING THE ANALYSIS OF THE ARM-TO-POLE ATTACHMENT COMPONENTS OF THE SIGNAL AND SIGN ARMS. *********** INPUT DATA *********** ARM
1 ARM 2 :ONNECTON BOLT DATA ==================== 'lUMBER 4 30LT DIAMETER (IN) = 1.250 􀁾􀁓􀁔􀁍􀀠SPECIFICATION A325 iORIZONTAL SPACING (IN) = 11. 00 JERTICAL SPACING (IN) 11.00 ,TTACHMENT
PLATE DATA 􀁾􀁏􀁒􀁉􀁚􀁏􀁎􀁔􀁁􀁌􀀠WIDTH (IN) = 14.00 JERTICAL WIDTH (IN) = 14.00 fHICRNESS (IN) = 1.500 rIELD STRENGTH (KSI) = 36 *********** RESULTS *********** 􀁾􀁁􀁌􀁙􀁓􀁉􀁓􀀠OF SIGNAL/SIGN
ARM SIMPLEX BOLTS ==================================================== MAX. GROUP STRESS (KSI) BOLT LOAD TENSION =================== I\RM CSR NO. (LB) APPLIED ALLOWABLE === ;==== =======
;::;;====::::r:=:: =:;:;;;;;;;;====1:::;. 1 0.68 2 38937 31.73 46.55 􀁾􀁁􀁌􀁙􀁓􀁉􀁓􀀠OF SIGNAL/SIGN ARM SIMPLEX PLATES ========================================================================
MAX. GROUP BEND. STRESS (KSI) SLOPE OF LENGTH OF PLATE LOAD =================== BEND LINE BEND LINE I\RM CSR NO. APPLIED ALLOWABLE DEGREES (IN) === ===== ;:::==== =::;;;:;;;=== ===:;:;;;:;;;=;;=
===::;:;:;;;;;.==;== ======;;;;;;== 1 0.88 2 29.44 33.26 45 9.80 
ANALYSIS OF VALMONT INDUSTRIES TRAFFIC SIGNAL STRUCTURE IN ACCORDANCE WITH AASHTO REQUIREMENTS (FINAL DEFLECTED POSITION) BY BNS 07/15/98 PAGE; 11 SUBJECT; ADDISON, TEXAS (44 FT. MAST
ARM) RESULTS SUMMARY MAXIMUM COMBINED STRESS RATIO IN EACH MAJOR COMPONENT MAXIMUM REACTIONS APPLIED TO FOUNDATION ======================================== 􀀽􀀽􀀽􀀽􀀽􀀽􀁾􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽�
�􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀠POLE (AT 18.00 FT) 0.80 BENDING MOMENT 70609 FOOT-POUNDS SIGNAL AND SIGN ARM 1 = 0.73 TORSION = 52591 FOOT-POUNDS LUMINAIRE ARM 1 0.72 SHEAR FORCE 3635 POUNDS
BASE PLATE 0.70 AXIAL FORCE 2840 POUNDS ANCHOR BOLTS = 0.54 T-BASE CONNECTING BOLTS 0.50 MAXIMUM BENDING + AXIAL DEAD WT. STRESS sis ARM 1 ATTACH. BOLTS = 0.68 ================ (KSI)
================ sis ARM 1 ATTACH. PLATE = 0.88 POLE = 13.86 SIGN/SIGNAL ARM 1= 13.06 LUMINAIRE ARM 1= 16.18 RESULTANT DEFLECTION OF POLE TOP CAUSED BY DEAD WEIGHT 1.11 DEGREES 
PLEASE PROVIDE INFORMATION DETAIL 1ON CAMERA MOUNTING SEE POLE AND SIGNAL ARM DATA r flEMOVABLE GAP DETAIL 2 \ /WITH THRU BeLT \ 􀁲􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀁾􀁉􀁄􀂻􀁾􀀠f----SEE
POLE ANa SIGNAL ARM DATA -------__11 lS'-O· FINISH: FINISH COAT: TGIe OR URETHANE POLYESTER POWDER COLOR: BLACK VALMONT SPEC: F264A SEE PeLE SCHEDULE FOR APPADPRIATE TRANSFORMER SASE
DESIGN DETAIL 􀁾􀀠\'-OETAIL 3 DETAIL -4 􀁾r--1 '.. MATERIAL 'DATA 1* EXC€PT DU. "K" (IN) 14,75 15.50 1. 50 1. 50 M222 1.50 1.8.00 tB.OO l.50 1.75 M232 1.75 1.75IB.OO IB.OO 1.SO 1.75
M2:l2 1.75􀁟􀁟􀁉􀀭􀀭􀀭􀀭􀁾􀁾􀀭􀀭􀁟􀁟􀁉􀀭􀁬􀀭􀀸􀀭􀀮􀀭􀀰􀀰􀀭􀀫􀀭􀀱􀀭􀀸􀀭􀀮􀀰􀀭􀀰􀀭􀀱􀀠I.SO I 1.75__􀀫􀀭􀁍􀁟􀀲􀁟􀀳􀁟􀀲􀁾􀁾􀀭􀀭􀀭􀀫􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀁟􀁟􀁉􀀭􀀭􀀭􀀭􀀭􀀫􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀫􀀭􀀭􀀭􀀭􀀭􀀭􀁟􀀠I
􀂷􀁃􀁾􀀠HOOK FOR HIRING ANO HANOLING-O.50· DIA. COMMERICIAL GRADE HOT ROLLED BAR _ 􀁾􀀱􀀮􀀰􀀰􀀢􀀠-1-MIN DETAIL 1 POLE TOP ( I (4) -SIZE 􀁾􀁆􀀢􀀠HEX HEAD BOLTS 􀁾􀀠Ill! WITH HEX NUTS
& WASHERS. g. • o 11 .31􀀢􀀢􀀢􀁾􀁾􀁲􀀢􀀢􀁡􀀠7 .44 􀀺􀁾􀁾.25JT'TYP. 3 .56 -"6"-"0""E'l f--.31 .31 -0.250"/--.,aA6." THICK 1 1 􀀭􀀻􀀭􀁨􀁖􀁲􀁾􀀭􀀬􀀬􀀫􀁫􀀺􀀬􀀬􀀯􀁾􀀷􀀱􀀠GUSSETS• '{l li;lnx
b V, 􀀬􀁾􀁾􀀠TU6EV THK. 􀁾􀀠􀁾􀁾􀁾􀀠􀁾􀀠"EJ 􀁾􀁔􀀢􀀢􀀭􀀮􀀲􀀭􀀵􀀱􀀷􀀭􀀭􀀼􀀢􀀢􀁔􀁙􀁐􀀮􀀠DETAIL 􀀽􀀲􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀁓􀀽􀁉􀀽􀁇􀀽􀁎􀀽􀁁􀀽􀁌􀀽􀁁􀀽􀁒􀀽􀁍􀀽􀀽􀁁􀀽􀁔􀀽􀁔􀀽􀁁􀀽􀁃􀀽􀁈􀀽􀁍􀁅􀀽􀁎􀀽􀁔􀀽􀀽􀀽􀀽􀁾􀀠SI
GNAL ARM ATTACHMENT DATA ITEM "A" "8" Ole" "0" "E" "Fft NO. 0.50" NUT HOLOERI]WITH FASTENERS FOR GROLN:IING NUT COVER 􀁷􀁾􀁾􀀮􀁜􀀠(4) HEX HEAD BOLTS WITH HEX NUTS. FLAT+ •• ".' L WASHERS
&LOCK wASHERS. SEE TRANSFORMER BASE􀀬􀀺􀁲􀁐􀁌􀀡􀁾􀁴􀀺􀀽􀀬􀁾􀁄􀀡􀀺􀁩􀁴􀀡􀀧􀀺􀁩􀀠DETAIL FOR CONNEGT1NG BOLT SIZE. TRANSFORMER ----1 \'-..""==EASE -...J',., 􀁾􀁾􀁅􀀠. -THK. "Y" 􀁾􀁾􀀠"t\]1
􀁾'S" POLE BASE -,---,' \ 􀁾􀁕􀀠OIA.+ 0.06" 􀁾􀀹􀀠-"', oz· DETAIL 3 I POLE BASE (41-ANCHOR BOLTS WITH (2 HEX NUTS AND (2) WASHERSpEA BOLT WITH THREAOEO EN:) GALVANIZEO AT LEAST 12".
-h'DETAIL 4 I ANCHOR BOLT 1 13" 13" 10" 10" 1.25" 1.25" X 4.50" 2 13" 13" 10" 10" 1.25" 1.25" X 4.50" 􀁾􀁦􀁩􀀳􀁦􀁅􀂱􀀳􀁝􀁅􀁅􀁾􀀸􀀳􀁅􀀽􀁅􀁅􀀺􀁅􀀬􀀽􀁥􀁾􀀳􀁴􀁉􀁾􀀸􀀠􀁾􀁅􀁘􀁃􀁅􀁐􀁔􀁉􀁏􀁎􀀠0
REJECTED HU!TT"ZOLLARS, INC.GAUGETHREAD FIXED ENDHOOK FREE ENDLENGTH SPANORLENGTH''In 􀀳􀀱􀁾􀀱􀀠McKINNEY AVE., SUITE 600"H" orA. DIA. (FT)'U" THICK(IN) (IN) (IN)(IN) (IN) (IN) DALLAS,
TEXAS 75204 32.0054.00 76.00 B.OO 9,00 4.52 (214) 871·3311 36.0084.00 6.no B.OO 9.50 4,46 7 40.0084.00 36.00 B.OO 9.50 3.90 3.84 44.0084.00 6.00 1$.00 10,00 3 I :OTE TOP" BOTTOM PLATES
\7 GA, Dorn SECURED WlTH ARE 1.25" THICK. SIDE (2}-o.3e" x 0 63" LONG HEX WALLS ARE 0.229" THICK. HEAD SCREWS (eO x 10.5" X 􀀱􀀵􀀮􀀵􀁾􀀠BOLT 19.5" OPENING) I CIRCLE 1 /.23 v ,22" BOLT
! _Ie¥Ra.c6OL T r1i="-k--f--r \ C1ACLE 􀀬􀁾􀀮􀁾􀀠􀁾􀁾􀁾􀁾􀀱􀀠􀁾􀁜􀀲􀀧􀁾 SQUARE 􀁾􀀮􀀠-, __ . (4) -1.38" x /SQUARE 3.00" SLOTS O. 75" THICK .23 v HOLDOOWN LUGS 􀁏􀀮􀀵􀀰􀁾􀀠NUT HOLOER
FOR GROUNDING TOP PLAN ELEVATlON BOTTOM PLAN CONNECTING 􀁂􀁏􀁌􀁔􀁾􀀠1.25n _7UNC X 􀀵􀀮􀀰􀀰􀁾􀀠LG REVISE AND3 13" 13" 10" 10" 1.50" 1,25" X 5.00" o MAilE 􀁃􀁏􀁒􀁒􀁅􀀨􀁾􀁔􀀡􀀿􀀬􀀬􀀯􀀻􀁾􀀢􀀠x
2.63" , 􀁏􀀮􀀵􀀰􀁾􀀠NUT HOLDER 4 14" 14" 11 " 11 " 1.50" 1.:!!S" X...5.00"==-TMEN RESumi:IT 􀁲􀁾􀁏􀁔􀁅􀁄􀀠SLOTS FOR GROUNDING . rr r:-r' 􀁾􀀠r" I. . 􀀢􀀧􀀾􀁾􀀻􀀠Ii J SOUl TO I SUMMIT
ELECTRIC SHIP ro ROADWAY 􀁾􀁾􀁾􀁉􀁾􀁾􀀺􀀮􀁩􀀮􀀠􀁾"'.1 FM02190 <4021 35....220 1 R! IISSLEY L IORDER NO.: 41911::' '"10AWN NL 1""'-(fl/17/9' SHEET I OF 1 IREV. IC SIGNAL STRUCTURES TX4"191i98
I-----...􀁾...=-----:-------=------IM222 TRANSFORMER BASE NOTE: TOP & SOTTQ."I: PLATES 7 GA OOOR SECURED WITH ARE 1.75" 􀁔􀁈􀁉􀁃􀁾􀀮􀀠SlOE (2)-0.38" x 0.63" LONG HEX r WALLS ARE 0.25
THICK. HEAD SCREWS fa" X 10.5" X 19.5" OPENING) 􀀲􀀰􀁾􀀠BOLT CIRCLE 24" BOLT la" BOLT CIRCLE CIRCLE 25 CENTER\,18". v 14) -2.00" HOLE r to>' CENTER iOlA. HOLES HOLE I II roC5\1r'D'I
\ 124" \ 􀁾􀁩􀁌􀀮􀁾􀁾􀁊􀀠 1--18" _ 1----24"SQUARE .31""'"'( SQUARE "Ii"f rc; r.-\" 15 􀁾􀁩􀀧􀀠1, , 1 1 t< JUl 2 11998 JJ , 
(817) 831·9406 P.O. Box 14509 (817) 831·9407 fax Ft. Worth, TX 76117PARADIGM TRAFFIC SYSTEMS, INC. ------Sub.m1tta.l CoverSheet TO: Integrated Roadway Services, Inc. Reference: Addison,
Town of 10701 Shady Trail Bid Date 1-15-98 Dailas, Texas 75220 CONTROL 98-12 Attn: David Mirtaheri PROJECT #: Arapaho Road Ph: 214-352-1937 PTSI SO#: . S98165 Fax' 214·352-1938 "'10
Submittal Copies' 10 Sets ASA=After submittal approvals DATE SLSM 6/16/98 -ITEM NO •• QTY 420 421 422 423 424 425 426 427 428 DELIVERY DATE I' FREIGHT SHIP VIA 60-90 Days 'ASA PPD &
Allow Best Way F.O.B. TERMS I Origin Net 30 CUSTOMER PO # 5658 Addison MFG. I CATALOG NO. ! PEEKlTCT PSS83E300 PEEKlTCT PSS83E400 PEEKlTd"rIfiS.(383E400 PELCO BK-1003-C PELCO BK-1004-C
PELCO AB0116-3-29A PELCO ABOl16-4-29A ICC BELDEN DESCRIPTION SIGNALS, VISORS AND OTHER EQUIPMENT Consisting of the following: 3 Sec Sig (12") clo: PLlPL RYG signals, visors, &: durotest
lamps 4 Sec Sig (12") clo: PLlPL RYG (FO left) Signals, visors, &: durotest lamps 4 Sec Sig (12") clo: PLlPL RYG (FO right) signals, visors, &: durotest lamps Backplate (3 sec) 12" vacuum
formed ASS plastic . Backplate (4 sec) 12" vacuum formed ASS plastic Astro Brae Astro Brac Ped Sig Sec (1 SEC 2 ind) Ped IDC/lndicator Controls clo: includes pedestrian signal, mounting
hardware and lamps Belden 8281 Coaxial cable 435 PELCO SE·2013-08·P2 Pad Detect Pushbutton Station (SE·2013) and Sign (Rl0-4b) includes button with minimum of 51mm (2") (50.8mm) actuation
area 9" x 12" Station 440 Peek Traffic Systems Nema T5-2 Controller Cabinet Assembly including PEEK 441 (shown on ne>.-t page) 442 .... 446 Peek Traffic Systems VT-900 Video Detection
System (4-inputs) 9" B &: W TV Monitor with ruggedized case and cables Nema T5-2 Controller Cabinet Assembly including 16 ea. 2-Channel Detector Amplifiers & mode HUITT-ZOLLARS, iNC.
3131 M,KII'li,EY AVE,. SUITE 600 OALLAS, TEXAS 75204 (214) 871·3311 CLE CORR CTIONS 
P.O. Box 14509 Ft. Worth, TX 761 n (817) 831·9406 (817) 831·9407 fax PA.RA.DIGM TRAFFIC SYSTEMS, INC. Sub:n11tta1 Cover Sheet TO; Integrated Roadway Services, Inc. Reference: Addison,
Town of 10701 Shady Trail Bid Date 1-15-98 Dallas, Texas 75220 CONTROL 98-12 Attn: David Mirtaheri PROJECT #: Arapilbo Road Ph: 214-352-1937 l'T81 80#: .898165 Fax, 214-352-1938 *10
Submittal Copies: 10 Sets A8A=Afier Submittal approvals I .DATE ISLSMN DELIVl!RY DATE .' FREIGHT SHIP VIA 6/16/98. -60·90 Oays *ASA I PPD & Allow Best Way ITEM NO. I QTY MFG. I CATALOG
NO. F.O.B. TERMS Origin Net 30 DESCRIPTION CUSTOMER PO # 5658 Addison VIDEO IMAGING PROCESSING VEHICLE DETECT SYSTEM CONSISTING OF: 441 BURLE TC-590 BURI,EsP-160, 8mm PELCO i 􀁾􀀷􀁍􀀠:
BURLE Td:9380S BURLE TC-1315B EDCO 447 PEEK VT·900-8 PEEK VT·900 PEEK VT-900 . PEEK VT-900 VT·900 iPEEK VT-900 .PEEK VT·900 •PEEK Specification cut sheet for TC590 Series High Resolution
CCD Cameras Specification cut sheet, Burle Camera Lens Guide Installation/Operation Manual for camera enclosure mounts Installation/Operating Instructions for TC9380S Series camera sunshields
Instaliation/Operating Instructions for TC1315B & TC1319B Series 3-inch diameter Camera housings • Specification cut sheet for the CX Series Surge suppressor. (CX06BNCY) Designed specifically
for CCTV, Data and Audio applications Brochure for PEEK Vision Systems· VideoTrak-900 Cut sheet for PEEK VideoTrak-900 Peek Vision Systems (PVS) VideoTrak-900 Video Trak-900 System Interconnection
chart Video Processing Module (VPM) processing fiow chart VideoTrak-900 ACU Hardware block diagram VideoTrak-900 Processing Diagram VideoTrak·900 typical camera field instellatlon dwg
PEEK 62 Pin 110 cable Assembly 448 PEEK Camera interface panel 449 iPEEK BNC Connector .450 -... ! PEEK Power Ccnditioner forVT·900 Unit 451 i PLEASE NOTE: These items are being ISSUED'
FOR APPROVAL! prompt approval and retum of approved copies to Paradigm Traffic Systems, Inc. will ensure faster delivery of all equipment. I Page 2 012 I 􀁏􀁆􀁆􀁅􀁾􀀷􀁄􀀠B;:,4, Il J.
Thank you again for your order. If I can be of Ji j/JlL Ik-+-'􀁾􀀠any further assistance please call or send a fax. Shelly AnthonyJ Paradigm TraMc Systems Inc. 
􀁾􀁐􀁅􀁅􀁋􀀠 Polycarbonate TRAFFIC Vehicle Signals Standard three-section 8" signal faces are designed for normal street and highway use where traffic moves at moderate speeds. 12" signal
faces are recommended when a greater target effect is required. The Manual on Uniform Traffic Conlrol Devices suggeSls lhat12" signals Ile used in the following applications: (1) al
intersections with 85 percentile approach speeds exceeding 40 mph, (2} at intersection where Signalization might be unexpected, (3) for special problem localions such as those wilh conflicting
or oompeting background lighting, {4} at intersections where drivers may view both Iraffie control and lane control signals simultaneously, (5) for all arrow Indications. S" and 12"
sections are often combined for special applications. Single-section flashing red or yellow signals are used as beacons where traffic conditions do not warrant tUIl-time control or where
a traffic hazard exists. 􀁓􀁩􀁮􀁧􀁬􀁥􀁾􀁳􀁥􀁣􀁴􀁩􀁯􀁮􀀬􀀠or combinations of green arrow, red X or yellow X lane control signals are used on expressways, ramps, and main arteries to provide
more efficient roadway use. 􀁓􀁪􀁮􀁧􀀡􀁥􀁾􀁳􀁥􀁣􀁴􀁩􀁯􀁮􀁳􀀠also can be assembled in speCial combinations for 􀁴􀁯􀁬􀁬􀁾􀁢􀁯􀁯􀁴􀁨􀁳􀀬􀀠construcUon barriers, parking garages, car washes,
or olher 􀁯􀁦􀁦􀁾􀁨􀁦􀁧􀁨􀁷􀁡􀁹􀀠applications. IJIs:trlbuted by: PARADIGM Traffic Systems, 􀁫􀁾􀀮􀀠 P. O. Box 14509 Fort Worth, TX 76117-0509 817-831·9406 &: 817-831-9407 ItTc..T" 
Specifications "Specifications Materlat Ultraviolat-stabtnzed polycarbonate resin (having a mInimum Ihickness of .100 inches), stainless steel hardware. Reflector Snap-out assembly.
Swing-out frame (lane controt not on a frame). Lamp Receptacle Heat-resistant molded phenolic, rotatable through 360' prewired with 26" #18 AWG 105'C type TEW eolor-coded leads with
quick·disconnect terminals. Wire openings between sections Accommodates three 3/4" diame1er cables. Tenninaf Block 􀀱􀁾􀁳􀁥􀁬􀁥􀁣􀁴􀁩􀁯􀁮􀀠2-point 2·selection 3·poinl 3·selection 5-poinl
4-selection 5-point 5-selection 3-point and 5-point Signal Alignment Integral 72-toolh serrated locking ring, adjustable in 5° steps. Overall Dimensions 8" Section 9.75" W x 10.00' H
x6.16" D 􀀱􀀲􀁾􀀠Section . 13:25" Wx13.'14" H x 6.44" D ., 'f-.:.::'" Weight 8" Sectiori 3.31 100. 12" Section 5.13100. Description The lightweight. one-piece housings, doors, and visors
are of ultraviolet-stabilized polycarbonate resin. The housings are injection molded with integral top, bottom, and sides. Color is impregnated in the malerial, which means it navers
needs painting, is unaffected by scratches. and is impervious to corrosive atmospheres (such as that found in coastal areas). Doors are ong-piece and are grooved 10 accommodate a onepiece
and are grooved to accommodate a one-pieee gasket which makes the signal weatherproof and dust-tight. The lens is held in the door by a gasket, fou, stainless steel screws, and clips.
Reflectors are available in AJzaJ<'lll or silvered glass, and have snap-out assembly and quick disconnect leads for easy maintenance. The lamp receptacle can be rotated 360 degrees for
filament alignment To simplify alignment of the signal and assure positive locking. the integral locking rings are adjustable in 5 degree steps. Ribbing is provided on top and bottom
lor slructural stability, with additional ribs inside the housing. Reinforcement plate.s for top and bottom are offered to provide even more stabilitY: . All sections have cored holes
for mounting backplates. and all major components are interchangeable with Traffic Control Technologies' aluminum signals, The signaJs are adaptable for span wire or mast arm suspension,
side of pole, or posl top mounting. Being 50% lighter than aluminum signals makes them especially SUitable for 􀁳􀁰􀁡􀁮􀁾􀁷􀁩􀁲􀁥􀀠mounting. Vertical and horizontal mounting is provided
for by a universal mounting arrangement. All hardware is stainless steel including the hinge pins used for reInforcement in 1he hinge lugs, (For sefection of visors and lenses, please
refer to 􀁾􀁖􀁩􀁳􀁯􀁲􀁳􀀠and Lenses; p. 28011-4). One Year Limited Warranty' Peek Traffic, Jnc, warrants this product against manufacturing defects in materials and workmanship for one
year from date or shipment from the Peek Traffic, Inc. factory. Specific contracts and regional laws may vary or alter these terms, Peek Traffic, tnc. products are protected by one or
more.U.S. and internationa! patents . • For specific warranty information, contact your Iqcal representative or Peek Traffic, Inc. C) " Peek Traffrc·Transyl 3000 Commonwealth BoulevardEPEEK-=--=
Tallahassee, Florida 32303TRAFFIC Tel: 904-562-2253 Peek Ttafflc fOS6N8S the tight ftI aJtot MY of I1t& Compim,n products Of Fax: 904·562-4126 􀁰􀁵􀁢􀁬􀁩􀁳􀁨􀁥􀁤􀁾data mIaling IMIl1l!O
at atly tm1& wilfNlUl notfce. 
􀁾􀁐􀁅􀁅􀁋􀀠Visors &Lenses TRAFFIC No ,,' ,: Visors Sheet aluminum and polycarbonate visors are available in several styles for vehicle and pedestrian signals. The cut-away type is standard.
TUnnel and full-circle styles reduce or eliminate signal visibility from other approach directions. Full-circle visors wilh built-in louvers have a sharp angular beam cut off lor signal
installations where highly directional beam characteristics are necessary to prevent driver confusion such as streets intersecting at a very sharp angle. All visors have four slotted
mounting labs for easy attachment to the signal housing door. All visors are Dull Black on the Inside. Lenses Round, solid-color lenses are Type T prismatic glass or polycarbonate. Round,
arrow lenses are prismatic diffusing type glass or polycarbonate, with an ITE arrow on a black field. Glass arrow lenses can be Installed with the arrow pointing in any direction, while
polycarbonate arrow lenses cannot be ralated. Square lenses are of the diffusing type material. X and arrow lenses are only available in 12" (300 mm) glass. These lenses have a 1" (25
mm)-stroke on a black field, and the arrow lenses can be installed pcinting up, down, left, or right. 9" (229 mm) WALK and DONT WALK lenses have a .38" (9.6 mm)stroke legend 3" (75 mm)
high: the t 2" (300 mm) WALK and Man legends are lunar white on a black lield, while the DONT WALK and hand legends are portland orange on a black field. 􀁾􀁳􀁥􀁳conform to ITE specifications
for light transmission, distribution, and chromaticity: legends are Ii red on for permanency. The polycarbonate lenses are vandal resistant and unaffected by age or weathering. 􀁾􀁾􀀮PAR.4DI&lI
Trar&c S . .. a 'D__ )'stems, 􀁉􀀬􀀬􀁾. .... . -I4S09 􀁾􀁆􀁯􀁲􀁴􀁗􀁯􀁲􀁤􀁊􀀬1X 76117-6509 BI7-831_9406 &: BI7-831-9407 
., . Specifications 􀁾Ordering Information-VISORS 􀁾􀁉􀁥􀁡􀁳􀁥􀀠specify eXterIor color on the order. OAscription Cut-away visor -8-signal (7.38-/187 'rom lortg), (8.00"1200 mm long)
CuI·away "",,-I2",;gnal (10.00" 1254 mm long) Tunnel visor-Er signal (8,00"J200 mm long) Tunnel visor-a-signal (12.00"J300 mm long) Tunnel "",,-12" ,;gnal (10.00"J2S4 mm 10119) Tunnel
"",,-12" ,;goal (12.00"300 mm long) Fulk:iR:/e visoHl" signal {1.7(;,197 mm long), (8.00"1200 mm long) FuJl.<iR:!e visor-l2" signal (10.00"J2S4 mm Ioog) lOuveredvisor-8" ,;gnal {1.75"1197
mm IOn!1l lOuvered visor-l2" s;gna! (101JO"J2S4 mm IOn!1l CuHway visor·9" pod,;goal {1.00"1175 mm IOn!1l A!llmimlm 0700026 0700029 0700024 0790483 0700027 0700484 0700025" 070002S" 0700148"
0700140"0_ 􀁾􀀠0700491 0700487 0700489 0700493 0700490' 07004&8" CuHway """-12" pad ,;gnal (8.00"1200 mm long), (9.00"1229 mm long) 1l.5467 􀁔􀁵􀁮􀁮􀁾􀀠􀁾􀁳􀁯􀁲􀀭􀀹􀀢􀀠pad,;goal (I.OO"1175
mm long) 0700175 􀁔􀁵􀁮􀁮􀁾􀀠􀁾􀁳􀁯􀁲􀀭􀁬􀀲􀀢􀀠pad,;gnal (8.00"1200 mm long), (9.00"1229 mm long) 0700531 0700549 "Full clrt;fl) and louvered IIisom aro oot recommended for tJSe< [n
dlmates whem snow accumulatlcn ooukf obstruct Potvcarbonate SIgnal faces. Ordering Information-LENSES . ';-'Description 􀁾􀀠Round Lenses 8" (200 rom) Red TL4041 Yellow . ·TL<\042 Green
*"::-TL4043 Red arrow. any direction Yellow arrow, any direction Green arrow, any direction Green arrow, (left) ... Green arrow, (rigill) .. Green arrow, (up) t Yellow arrow, (len) ..
Yellow arrow, (right) ... Yellow arrow, (up) t Red arrow, (left) .. Red arrow, (right) .. Red arrow, (up) t Square Lenses Red X 'fellow X Green arrow, any 90' dir. WALK, lunar while
Man (ITE), lunar􀁾􀁕􀁥􀀠Man (Canadian), lunar White DON'T WALK, portland orange Hand (ITE), portland orange Hand (Canadian), portland orange h.44ll1 TL44ll2 TL44S3 9" (229 mm) 0700186
0700523 0700184 0700524 12" (300 moo) TL6275 TL6276 TL62n TL6B67 TL3168 TL2645 12" f300 rom) 􀀰􀀷􀀹􀀰􀀰􀁾􀀵􀀠0790086 0790084 TL7536 0700525 Tl7537 0700526 ;1 Visors I7 V17 CUT-AWAY PEa
CUT-AWAY C1ID [] LQUVERED FUU-CIRCLE [] TUNNEL 􀁾􀀠0700327 0700328 0700329 0700354 0700355 0700356 0700399 0700400 0700401 0700396 0700397 0700398 􀁾􀀺􀀺􀀮􀁴􀀺􀁾􀁩􀀮􀁭􀁭􀁬􀀠0700298 0700527
0790684 0700299 0700528 0790685 12" (3QQmm) 0700330 0700331 0700332 0700357 0700358 0700359 0700405 0700406 0700407 0700402 0700403 0700404 12"jimmm) 0700323 0700529 0790686· 0700324
0700530 07ilO687 Lenses II e Peek Trafftc-Transyt 3000 CommonWealth Boulevard􀁾􀁐􀁅􀁅􀁋􀀠TallahaSsee, Florida 32303 TRAFFIC Tel: (904) 562-2253 Fax: (904) 562-4126 Peek Trallic reserves
th6 rlgh//Q slier sny Qf the CompaTly's products Of pubitShOO tech!lical data rotating therolO 61 any time wfthoVl 􀁦􀁬􀁬􀁊􀁲􀁊􀁾􀀮􀀠 c 
I e)',,--------_.... ------.....,....e---"""'--rSI._"'S!' O_ (modo with Copp..n.. U""","""'l , L_ 1:-o..m.to, 􀁾􀁮􀁴􀁊􀁈􀁍􀁤􀀠00 NOT BURN SASE UP .$ig'lai H4ad u.,01lt." \..'gN Cantor
ump v"" 􀁾UI;Jh1 C-ul10I \./U'l'lP lJl c() Llfl'lp Gdu eo61 I1n4 .......11..01. Va.Il:loQn11 114, ClUI M"al. /.!II"" LlIN Ill.. tU 􀁊􀁾􀀠1114 ChIt 1&:1111 b'ht IioIo' W:UlI 􀀸􀀮􀁾􀀠􀀮􀁾􀀧􀀮􀀠DuulpUon
: 1lG,lll_ 􀀱􀀲􀁾􀁾􀁾􀂷􀀠Qtl, n"· I"., Ur,ul\l \.tn:Qlb 􀀱􀁴􀁡􀁄􀁾􀁊􀀠􀁾􀁏􀀠AT,I9 Moo, : V·69am Tral'l<c.. 􀁏􀁴􀁩􀀮􀁾􀀠•... ' ...􀀭􀁬􀀭􀁾􀀠1a4 120 C,C,I1V 4','1 305 2'111 5500.$&10 V,Seam
T,Gir.e. C:.ar ISS120 C,C·IW 4'!, J()5 2'/.. 5500·6S00 54 AT-19 M.d, 􀁗􀀻􀁵􀁾􀁓􀁡􀁶􀁥􀁲􀀠liatra:: l<rypton 755_ , 120 C.C-l1V "''' 550 t'l,. 7500·asOO ro AT-19 Med. V-Seam naUie. C'431
:l!lS 120 C,C'l1V ·Pli 5$0 2'h. 􀁓􀀵􀀰􀁾􀁓􀁏􀁏􀀠V*6e:3m Traffic. C'l1at 􀁾􀀠120 C,C'l1V "PI, S$O 2'1" 5500-6500 -􀁗􀀮􀁜􀀡􀀮􀁾llallio Kt)'l>,on 7750, 777_ 120 C,o.\W 􀀧􀁾􀁬􀀬􀀠e,a 􀀧􀁾􀁬􀀧􀁉..
􀀷􀀤􀀰􀀰􀁾􀁾􀁯􀁏􀀠67 AT.IS Mod. V-Se.m Ti,.fie. Cleat :lS7 120 C,C·llV J,2/. 610 2·'.. 7500-8500 'l-e.= Trame. C1eo, 􀁾􀁳􀁡􀂷􀀠120 e,o.11V ''I, el0 2'11, 75(1().85oo 69 AT-19 Med. V-a••m
...ff1e. 00", 291. 120 C.C.1W 4'/, II:JO 2'/1' 7500·3500 A·., M.", v·aeam Trame. C:ear 􀁾􀀶􀀮􀀴􀀮􀀠120 C.C.l1V 4'11, 8:W 3t 7500,,"00 90 AT-IS MO<!, 􀁗􀀻􀀧􀁕􀁾􀁓􀀮􀁜􀁬􀁬􀁩􀁩􀀠TrOiffic
Klypcon 75•• 120 C,C-ll\1 􀀴􀀧􀀯􀁾􀀠1040 ?,111J 􀀷􀀵􀀰􀀰􀀭􀀸􀁾􀀰􀀰􀀠: Walt·Saver 􀁾􀁡􀁦􀁬􀁩􀁣􀀠Ki"l'Plon I 70s_ 120 e.C-llV -w. 1040 3t 7S00'8S00 100 .0·21 Med, 􀁙􀁾􀁓􀀹􀁡􀀱􀁬􀀧􀁜􀀠bUIc.
Cleat 􀁾􀀠645>1 12Q CC·llV 4'1. 10aO 2'''.. 5500-6,00 AT-21 "".d, V·S••., n16e. c:••, C.e"IV .(11/"11 'GeO 211i:r' 5.00.5500 V-SG;tm u-allic. C;O:lt 374. 120 C,C-llV .(1Il!, 10eO 2'11.
IlSOO-6SOC 􀁾􀀮􀀠􀁉􀁾􀀠AT· 1$ MO<!. Watt·S..., 1faIUc Kryplon : 4Q00 li!ll C.C·I1V 4'1, 12"0 -Or 7500·6500 116 .0-2' 􀁾􀁥􀁤. Tf:litIC. Cbsu. Clear 4113 ,4;24. 120 C,C-9 "'J, 12eo 2'/"
􀀷􀁾􀀰􀀮􀀡􀀧􀁾􀁾-􀁔􀁾􀁲􀁋􀀺􀀺􀀮􀀠Qb.stt. Clear I 􀀷􀀺􀀳􀁾􀀢􀀠, 120 C.C.Q 4"{, 1200 􀁾􀁴􀀠7500.8.500 1:::5 AT·21 MO<!. ,. "'Wall,S ....' Tro/fie Krypton I 764_ 50 C,C-I1V I1V 4UJ" 1750
31 7500-8500 1S0 AT·21 Mod, v·e.,.m TraJHe. Cleat , 4&6 50 e,C·I"" ""Ul,, 17S0 􀀬􀁾􀁴􀀠5500·5500 I V-Seam 1'(;U'/l1:. C:ear .aa760 C,C·IW 4U b, 1150 3t 5500'6500 16S AHI M.d, , Y·6e;am
Traffic. Orear 4054 60 C,e.IW 4HIt. '950 3t 7500-8.500 i I Lane Cha.nger LampsI 'II.tb '\lIb hu " DUQ'i,liaA ump Order CUd" aftdAnll.1oll: 'lqlhQe'fU ,2<) nl·l16 􀀱􀀲􀁾􀀱􀀲􀁓\15-1J43I
"""I, 􀀡􀁬􀁉􀁾􀀠Clnt and fila!' Mu, /l';rt, 10,", U.... He" Bl1t19j 50 A·20· Mod, Krypton A.I\o<:!o1 Rod .,2l$'f 24 C1C-i 31$1... 􀁾􀀵􀀰􀀰􀀭􀁾􀀵􀁾􀁏􀀠Kryplon 􀁾􀀮􀁉􀀢􀀮􀀡􀁯􀁬􀀠GI•••
, i 412&e 24 􀁃􀀮􀁃􀂷􀁾􀀠311{» 5500-65.00 Krypton R.Ilo<IO, Amb<t 􀀴􀀮􀁴􀀲􀀷􀁾􀀠24 C,C-g 3UJDl S5Q().6600 'Wi1l1 Kryplon gas. HoriZontal", b ... up l:urning onty-f«> b ... down. Pedestrian
Signal Lamps (WalkIDon't Walk) Wlnl eo I Limp Orall 'of. an.....nlt101e: Vot\.ltU '014 ..􀁾􀀬􀀠OClalJliol I1i 1;5 A·21t Mod_ PorH",,a Orang. 4821 (long neckl 11•• Cft.. Mu. "'...1IIq,
t" O>d. lie" 􀀧􀀱􀀱􀁾􀀠Fil:tll ..... 11<... 120 C.C·9 􀁓􀁾􀀡􀁩􀀮􀀠7SOO-S5o:l DIstrlbuted by: PAR.U1IGtl Traffic Systems. Inc:. 20 P. O. BOl[ 14509 FortWOl"tll. TX 76117-0509 􀀸􀀱􀀷􀀭􀀸􀀳􀀱􀀮􀁾􀀠f:c81
7-831.9407 
III rlual-UIILn:; IIIUIlIlIli1 􀁌􀁉􀁕􀂷􀁾􀀠"yal.allill tor a .single lane of traffic i.n an intersection, This i$ achieved by glzss 􀁢􀁩􀁾􀁣􀁯􀁮􀁶􀁦􀁕􀀠lenses placed over tacb output
bundle, The lenses produce an effective In'' stroh widtb. • The ·OLK'" model is for mounting the unit over bead on 3. mast azm or 00 a ipan wire tor .a left nun indicalion only. III
eontrolled 'Viewing: angle of 􀀲􀀰􀁾􀀠bas an additiunal 10 degree down tilt built into the face place matrix.. This ensures that tbc. viewing area is not cut oft sbarply wben vebicles
approach the $igoal. The viewing rang.e is limited Lo a single laDe of traffic. .. l'be ·WAK" model provide: !he same featutes a\ the PK but provid<.s a wider angle of 68°, Multiple
􀀱􀀴􀁬􀀧􀁬􀁾􀀠can see tbe si&nat at Ihe same time without tbe viewing restrictions. " The "DRlC" model provid ..simil.,. f.ature. as the WAX. and more. Nut only doe., it have a wider
angle of 6So? but it use$: a doublu row of output bundles. The double Taw produces u cffec;live I"' stroke width. This increases 􀁴􀁨􀁾􀀠visual punell and looks mo", like the CCDvenlionai
arrow ,$hape. Multiple hne$ can see the. :sig.naI at the same lime. wilhout any vie.wing restticrltlDS. Fiber Optic Modular $:tt . The fiber optic modular 􀁫􀁩􀁴􀁳􀁾􀀮􀁤􀁾􀁩􀁧􀁮􀀧􀁥􀁤􀀠for
hig,h imp.1Gt visibility and coer,! efficiency. These modular turn arrow kits keep [he pW'('M;e arid maintenance cosu to a minimum. The. fiber optic tum mow signals combine both the
,fun and 􀁹􀁾􀁉􀁊􀁯􀁷􀀠indicatLons into one single kit that easHy felto-fits any existing standard 12" traffic signal housir.g. Existing four sectiol1 signal bends no Jong!!.f hll:ve
to be changed to five sections to comply witb the law. It also eliminates the cost (If modifying, expensive mounting hardware. There arc NO mOving pare., in the cbanging of the indications.
Message C/uIracteristics Eacb tunl arrow signal kit di$pJaY!I a fiber optic single directional arrow iu both green and yeUow. The legend projects brighter tban 􀁾􀁮􀁥􀁣􀁴􀁥􀁤􀀠slJn light
and no light light IS wasted on opaqjJc: areas (Such U in the standard traffic si;nal. thus providing the best and brightest display possible from a. ,lamp. The ki!.:r are :a.vailablc
in (our .'ariou$ configurations: • The "PK.'" model is tClf' mountiAg on tClP of a post and pro'Vid¢$ 20'> a.ngie 0/view. It 􀁦􀁥􀁾􀀱􀁊􀁔􀀴􀀤􀀠a ooatroUcd limited viewing a.cglc 12"
Retro-fit Turn Arrow Signals Models: TA-212PK (post mounted kit) TA-2120LK (overhead left kit) T A·212WAK (wide angle kit) TA-212DRK (dual row kit) Legibiliiy 'TIle visibility of each
kil attracts the same :mendon :as a conventional traffic signal. Under every lightingcondition. it is cte:s.rl): legible at 600 feet and is higbJy visible al even tOOO fut.. increasing motcrlsi s3(elY, When the stgnal is not energizeG, the dgnaJ is blanked out (unreadable)
with no ilIcminared pUantOal images. regardless of solar intensity or direction. Vi.sors or other means of shielding are not necessary hut do enhance the signals performance. Operating
Characteristics There. are no [Doving partS ;;0 Lbe:re is nothing to weu out. A sing.le lamp and transformer ilIllmioate eacb display. The unit is capable at OOQtiDuo'Us and inh':n:niuent
􀁯􀁾􀁲􀁡􀁬􀁩􀁬􀁬􀁮􀁳􀀠over the bars best temperature ranges varying from tbe cold o( Alaska to lilt beal of Ari:z.ons.. (·35F. -31C ., 􀁾16SF. +74C) Meclutnical C/uIracteristics The
modular kit cou...ists of the .. foBowin&: 1) lJ8" thick aluminum black matrix ponel :I.) Glass optical fib", bundl .. 3) 􀁏􀁬􀁾􀀠color fiUe.--s SCHOTT-CML FIBEROPTICS LLC 􀁾􀀱􀀱􀀮􀁙􀀺􀀠p.ARAJ.'UGW'
T.rdic 8)Stems. Inc. P.O.Bca:l4S09 J FortWordI,TX 16117-0509 817-831-9406 f:c817-831-9407 
.--.'.........._-....-....􀁾...... 􀁾 􀀭􀁾􀀠. 6) 􀁾􀁡􀁳􀁳􀀠bi-COIJV1U: matrix Icruse.s flO" .rn]) 71 ADS pnltedive backcover 8) Moisture protecrian :;hicld 9) 􀁾􀁨􀀢􀀧􀁮􀁥􀁬􀀠􀁷􀁾,uk..
10) All srain!e.s.s steel hardware Install4&n The. 'dr is designed to e.asily tetro-fi! into lIly ex4ting l:2."' traffic ,signal hQu.sing. 'The: tnoduw kit (.Urnes 􀁣􀁯􀁭􀁰􀁬􀁾􀁵􀀺􀀠with
aU mounting .sc:ews W ;l$$()('ial.e:d hardwue. It CiUl be rc.tto..fitred in <:tS lioie as S robule.'l. Simply rc..rn<tve the ex i"'t{ug -silk 􀁾􀁾􀁤lens from the 􀀼􀀡􀁾􀁲􀀠of the existing:
housing ::too replace it with the fiber optic kil. F(1ur (4) saewS; and clip..;; (im:::luded with kit) are the ooly parts necc.wary to faSl«l tbe 􀁲􀁥􀁴􀁴􀁑􀁾􀁴􀁩􀁴􀀠kit in pfac=. The
use of II s.crewdriV« is !he only tool needed. Maintenance \Vhen the kit needs servicing. all .15erviee.abl'i! componl:.nts arc 􀁥􀁾􀁩􀁬􀁹􀀠accessible for 􀁾􀁳without ha-.,ing (0 remove
other parts. Routine maintc:,utoce . is limiced to 􀁲􀁥􀁾􀁬􀁡􀁭􀁰􀁩􀁮􀀬􀀠the gre:n indication lamp once: every l Ye3rs. 􀁔􀁨􀁾􀀠fiber optiC$: inside (hI! uidl: 􀁬􀁩􀁦􀁩􀁬􀁬􀁾􀁥􀁾􀀠.
protective ABS plastic 􀁢􀁡􀁣􀁾􀁡􀁾􀁯􀀠pre..,ent any damage to the 0plicllJ'fibers during install:Lcian or rel:unpin& .of Ibe signal. The fiber optic unit is: eompl<:tely 􀁾􀁬􀁦􀀠concain6d.
Upon r<-quest, a list of replac::emtmt p.aru Clln be pn.;\.·idcd. Ord.:.r$ f(lt tepiacemenl puts can be filted withi:t 2,f. to 48 hours. Electrical Ona. transfotmer with a 􀁃􀁬􀁡􀁾􀁳􀀠A.
􀁪􀁮􀀮􀁳􀁵􀁌􀁾􀁴􀁩􀁯􀁮􀀠and built to ut. j06 Rquirements operates e:u;:h signal indic.a.tion. The 􀁴􀁲􀀻􀁵􀁴􀁳􀁦􀁯􀁾􀀠is fCliUI ...l.Ut...\,I p'....Tl;I.",,; 1O. tntrusioa Of excess
r;ture. The nominal ptimary input .;,!,,,,. , ,.;() ••lts AC. The InMr.""", ,...".dary 􀁾􀁴􀁰􀁵􀁬􀀠.;,!te!. i. t0.& vol.. AC """" • load "'Ill • t.mp. Both 111. primary aM ...,.,ndaty
!<.ad wire. are made with 12 stmId.1S gaoge iosular.d copp¢r 􀁷􀁾􀀮􀀮􀀬􀀠aM color coded. A bfl..t.riu type tcnninal .strip 15 provided on t,h.: ABS ba¢keover for the u:se of fteld wire
CQD.Cectio'&S. 'There is also ::l weather proof wiring label on the 􀁢􀁡􀁴􀀺􀁴􀁾􀁶􀁥􀁲􀀠to help with asy wiring in the field_ IlJ:aminaiil!tt System The lamp type used in the kit is
a. one 􀁰􀁪􀁾􀁣􀁥􀂭.:onminatiOll multi..mirrored rcfiedor and a qIJanz halugen bulb. ]{ Couswrtd 4.2. watts of plw.:r at the suppHcd trnnsful"m'¢t Vtl)1a.,c:. ThQ. average rar.ud lamp
life is to.OOO hoUC$ of upmtdon. The lamp is u.cured ia 11 lamp holder assembly. tnuunrd diretitly to th.: race plate patte}. A heavy plastic 􀁭􀁾􀁴􀁡􀁲􀀠shield is used to 􀁾􀁶􀁥􀁯􀁴􀀠posS;ible
water leak.'l fhat may drip onto the lamps C3uslng premature 􀁦􀁡􀁩􀁬􀁾􀁟􀀠... One &t«n and one 1eUow glass colored filt'¢!' i$ mounlt.d in front o( 􀁾fiber uptic input end and provide.$'
a color fast :message. The filteJS arc made in :teCOrdance with the 1.T.E. Signal Ct)lor Specif"l.<!a!ion r", Chrom.tidoy (MIl.:l505QA). A wri'''. eeJ1iftcatiot) of compliance. with
the lI:u"udard iz available upon request. Optical Fiber Bundies The uptics used are a gl:;:ss on glass fiher \I.'ilh an 83q'1) cor.:: to 17% cladding ralia. Each fiber 􀁾􀀠ollly .002
􀀫􀁊􀁾􀀮􀁏􀁏􀁏􀀲􀀠ir.cbet in 􀁤􀁩􀁡􀀺􀁭􀁾􀀠with Ul includ<td ..ec:cptance angle 0( 68 deZrees. Thousands of fib.er:. ue c:,ntained to form eacb round bU>1dle c:urying the lamp light
to tbe fz..ce of the signal. AU of the tiber 􀁾􀁤􀁳􀀮􀀠input and O\ltpuc. !lte gl(lund smooth minim1ll1l. inc mJZIQlC4 noel' $UUC1$ N;CI ¥ept rr.. 􀁾d!e _taDllcalicins or pol!i'bin&
' .gcC';,hd <Iebris. l'ib<r breakllic b li.mi'<:I 10 3'1> of 􀁾"'tlII b••dl........ The outp<J< fiber bur;.dlcs on the (ace 'o( the ,signal have :l .1#* iJImI<.!,&r miDimum.ln the un:il:ety
event u output bundle :thould become damaged. one of the ",arc bundles included 'Onder the bacl:::cover Qn be used fot reptacccnent. Our fiber optic bundle.$' m not jacket:t.C or c.nc:1$t!d
in PVC tubing il$ there is DO neted wilen using a full ba.ckeover. E3.cb or the output bundles; are r.ominally 􀁓􀁐􀁬􀁬􀁾􀀠1" betweCR center.s. Quality Assurance All kiL1 htlvc 1: 􀁤􀁾􀁪􀀬􀁍􀁤􀀠􀀠liC
e cycle of fifteen (lS) ):"Nt$.,. cxclw:ivc of the lamps. All metaJ fasre.o.inr. materials are 1S-8 stainless steel, All ant><lized finis",," pass .50% oilrio ""id solution test per
tha: Anodm Sul Specili<:ation.' ASTMB 136..77. A sampl. plug from &Very produerlon Oln of fib", US«! in the .sigtW fabrication is finished and proecSSc4 at one end and \hen 􀁜􀁾􀁴􀁥􀁤.(\)r
roundncss ;:If 􀁴􀁾􀀠fiber) core to clati ratio, fiber diameter. and oplial transmlssion. The optical fiber shan he pn::!duc:cd !n-howe by the .lim O13llufadUra' to MSUIe (bat it. mew
quality standards ond thaI improper handling dod no( damage the fiber before it ClJl be installed in the signal. A Certif:cat¢ o( Compli:mce cao be provided lOuting that testiag of the
optical tiber bas been pe:dQrnled and that all fiber used in thoa traffic 'Signals meets quality studards. iT Rdl(!·r.t TI,lrt! Anew Siwws R.£\'lS10N : july 15. I'J96 '. 􀁾􀁣􀁴􀁤􀁾􀁰􀁻􀁩􀁏􀁄􀀠2.ltd
cr tp«iuQtio:u lite sulJ;o:t 10) ch:U:l16 'N'it.h04ll1ctili1:*I(!ft, AD :e;i'$tn'ui tl':Kemarb ;)(6 Fruperty t·( their 􀁬􀁥􀁳􀁰􀂫􀁴􀁩􀁹􀁾􀀠awn<tn. SCHOTT-CML FIBEROPTICS LLC 􀀴􀁾􀀠Bartletl
􀁓􀁲􀁾􀀠M"lborough. MA 017n, (508) 􀀱􀀱􀀹􀀭􀀸􀀳􀀱􀀲􀀨􀁉􀀭􀀸􀁩􀀩􀁏􀀮􀀮􀀴􀁾􀁴􀀮􀀷􀀰􀀱􀀶􀀮􀀠u.s. only} F= (508) 229-8323 E-M!lil: fibcr@'cmlftbcr.riltr'lncLcom 
􀁐􀁌􀁁􀁓􀁔􀁉􀁾􀀧􀀠BACKPLATES PELCO PRODUCTS. INC. m OOF VACUUM FORMED FLA1' .156 FLAT .0937 SEC;IONS .125 ABS BK-I0128" 2 -8" 3 BK-10068" 4 -, I 8" 5 -i 12" 1 BK-100112" 2 BK-I002-::5>
12" 3 r BK-1003􀁾􀀠12" 4 ... BK-100412" 5 BK-1005ABS POLYCARBONATE BK-2001BK-3001BK-2002BK-3002BK-2003BK-3003BK-2004BK-3004BK-2005BK-3005BK-2006BK-3006BK-2007BK-3007..." BK-2008BK-3008J
BK 2009 BK 3009 BK-2010BK-3010Dlstribllled by: PARADIGM Traftie Systems, IDe.I1P P B Section of Vacuum Formed Backplate P. o. Box 14S09 FortWorth, TX 76117-0509 VACUUM FORMED 817-831-9406
IX: 817-831·9407 1. 5/8" flange on all sides giving much greater rigidity and structural integrity. 2. Designed to fit precisely each manufacturers signal head. 3. Fabricated from black
UV stabilized plastic sheet with hair cell finish on front side and smooth finish on back side. 4. 3" corner radius on all corners. 5. Provided with necessary h.ardware to aUach to signal
head. SIGNAL MANUFACTURER LEGEND AUTOMATIC...............A COMBINATION TCT........................C BACKPLATES EAGLE.....................E ECONOLITE (OLD ALUM).•• 11 ECONOLITE(POLy)........12
ECONOLITE(NEW ALUM) .. 13 TRAFCON..................T SAFETRAN (ALUMl ••....• .51 SAFETRAN (POLY)••••••.• ,52 3-M.......................M SIGNAL SIZE NO OF SECTIONS FLAT .156 ABS 12-8-8"
3 BK-201212-8-8-8" 4 BK-201312-12-8-8" 4 BK-2014MARK IV ..................F McCAIN.......-:: ...........N WINKOMATIC. .. .......W Any combination of. backplates. for signal heads are
available. Ask for quotations for combinations not listed. i \ 320 S.W. 18th. Edmond. Oklahoma 73013 • (405) 340-3434 • FAX: (405) 340-3435 SECTION a BULLETIN NO. 115 1/4/90 
A5t.D-Urac® ONE·WAY BRACKET ASSEMBLIES The Astro-Brac in its various configurations is a truly universal system for mounting signals. The Astro-Brac is designed to facilitate the mounting
of any size or combination of signals to any size and shape of mast arm or pole. This complete adjustability is not possible with other types of rigid mountings. ITEM DESCRIPTION PART
NO. -, 4 5 6 7 8 ® ® -4 STANDARD BAND BRACKET ASSEMBLY ................ AB-0116-L-L CABLE MOUNT BRACKET ASSEMBLy ............. ; ..... AB-0125-L-L TENON MOUNT BRACKET ASSEMBLY _.....................
AB-0137-L ARM KIT, Standard 9' .................................................... , ....................... AB-4000 CLAMP KIT, Band Mount ...........................................................
....... AB-3004-L CLAMP KIT, Cable Mount ................................................................. AB-3009-L CLAMP KIT, Tenon Mount ...........................................................
........ ;AB-301 0 GUSSETED TUBE w/Vinyllns.rI .................................................AB-2003-L 􀁾􀀠1. PLEASE SPECIFY TUBE SECTION 8. BAND OR CABLE LENGTH REQUIRED. i.•., AB·0116·3·29
FOR A STANDARD I-WAY 3 SECTION ASSEMBLY WI 29' BANDS. 2. SEE ASTRO-BRAe CLAMP KIT BULLETINS FOR BAND 8. CABLE LENGTHS AVAILABLE. 3. SEE ASTRO·BRACTUBE BULLETIN FORTUBE LENGTHS. 􀁾􀁢􀁰􀀺􀀠PA.RA.l.IlGi
If TnfIic 8Jstems. Inc. P.o."l4500 FortWOltll,'IX 76117-0500 817-83J..N16 fa 817-831-9407 320 S.w. 18th SI. • Edmond, Oklahoma 73013 • (405) 340-3434 • FAX: (405) 340-3435 SECTION 1
8ULl..!'TIN NO. 154 4/15196 
. -.', i " " 7090 Incandescent Pedestrian Signal T certified ITE color and intensity T bright. crisp blankout message T 11" high symbol-exceeds FHWA minimum message size T Z-CIwE visor
virtually enminates surtphantom T varidal-resistant construction DistrilJrdetlby: p.t.l.llAD.lGl:f Trame Systems, I::::. P. O. Box 14509 FortWordl, 'IX 76117-0509 817..l1310.9406 &:
817..l131-9407 When you first look at a Model 7090, you see a sign of experience-it comes from more than 25 years building pedestrian signals here at Indicator Controls. Look even closer,
and you'll find signs of quality and durability that have made it our most popular signal ever. Uke the bright, crisp message, perfected over years through innovative design and manufacturing
techniques. The rugged Z-Crate sun visor that virtually eliminates sun-phantom. And there's our patented damshell mount, which makes installing the 7090 aguick, dean proceSs. (Once it's
installed, there are features to ensure it lasts for many years to come.) So when you're looking for an incandescent pedestrian signal, look for signs of experience. You'll find them
at IDC 
7090 Specifications " Gent;,;,i The subject pedestrian silll1al shall be desilll1ed to fit the same mounting brac1<ets employed by califomia type A, B, C, and GPedestrian Silll1alS.
FurUiermore, C!lIlStlU:tion desilll1 shall be Compatible with Clamshell mounting haroware. The general constroc1ion shall include a single piece cast aluminum housing, a single piece
double parabolic reflector, a two symbol two color message lens, a single piece cast aluminum swing down door frame, a blankoutZ-C_ sun visor, twoA21long tife traffic signal lamps, and
appropriate sockets and other hardware. The design shall optimize perfomlance per unit of energy consumed and shall accommodate 50, 67, 69 and U6 watt lamps. Optically, the subject pedestrian
Signal shall be capOOle ofdispl<r,'ing. brig/1tly and unifonnly, the alter-.' natIi. symbol mesSages "HAND" in.iiOrtIand orange and "WAI.KING PERSON" In iomite. When subjected to strong
ambient right cond'iIlons, the messages . shall "b1ankoui" when the si@Jal il; not energized. The sillllal shall tMl furnished com!)letewith two A21 traffiC signal lamps installed In
order to facirltate installation and maintenance, the signal shail be desilll19d so 1hai. all oorilpooenls are reOOiIy accessible from the front by merely opening the sillllai door.
.,. Dimensions.and Weight The maximum overall dimension of the silll1al shall be 18.5 inclheswide, 18.75 inches high and 9.0 inches deep, including the Z-Crate sun visor and hinges.
The distance between the mounting surfaces of the upper (OOn-Shurlock) and the lower (shurlock) openings shail be 15.75 inches. On models with shurlock on top and bottom, the distance
between openings shail be 16 inches. The weight of the silll1al, excluding mounting hardware, shall be 21 pounds maximum. V Messages Message configuration shall be the "HAND" symbol
internally illuminated with a portland orange oolor source on the lelt half of the MBS (message bearing surface) and a "WAtWNG PERSO!i': symbol internally illuminated with an incandescent
while color Source on the nght half of the MBS. The'"HAND" and "WAI.KING PERSON" symbols .• llhaIl.eadJ be a'minimum of 11 iri<:iies in 􀁾􀁴􀀧􀁡􀁩􀁬􀁤􀀠.,'7 iilcbesJriWidth; MeSsage
coIiIiguration, color and 􀀮􀁾􀁾PeCll!ss 3 as defined by the I.T.E. Equipment S!(lndar.d "PedeStrian Traffic Silll1al Control Signal b) owJle parabolic reflector c} lamps and lamp sockets
d) Z-CIWE type sun visor The inside face ofeach message section shail be silkscreened with a transparent coating of an appropriate color in the symbol areas to produce a portland orange
"HAND" symbol and an incandescent white "WAtWNG PERSON" symbol when 􀁩􀁬􀁬􀁵􀁭􀁾􀀠nated by a clear A21 traffic silll1allamp operating at ratEid voltage. The entire background shall be
a fired ceramic mask, black in color. . Y Double Parabolic Reflector Asingle piece double parabolic reflector shail be vacuum formed from 0250 inch minimllm thickness textured polycarbonate
plastic. The texture shail be <In the bulb side ofthe reflector and shan oooform to C64 or C66 pattern or equivalent for fight uniformltJl. .' The lamp side of the reflector shall be
reflector!zed by vacUum deposition of an aiuminum coating v.i1ich shall in tum be protected by a hard wear resistant coating. The two sections of the reflector shall be divided by a
full depth 0.040 aluminum divider that properly mates with the message lens to effecti'lely prevent fight spillage from one section to the 9.ther. .., Message Lens " Two lens matenals
shall be available as follows:. a} STANDARD: 0.187 inch 􀁾􀁭􀁰􀁥􀁲􀁥􀁤􀀠glass:with the outside surface textured to eliminate message "hot spots'. b) OPTIONAL: 0.250 inch polycarbonate
plastic with C-64 or C-66 pattern texture on the outside surface to eliminate message "hot spots". The lens shall be located at least 1.75 inches away from the closest glass envelope
extremity of the ANSI Oesilll1ation A21 trafflc silll1allamp. The inside of the lens shall be fitted with a one piece EPDM neoprene gasket fitted around the penmeter such that a weatherproof
seal is afforded v.i1enewr the reflector. lens, door frome, and case are properly mated. .,. Lamps'and Lamp Sockets The pedestrian silll1al shail be completely equipped .with 􀁾􀁾lamps
and socIt.ilts (one set for eachsection of the double parnbolic reflector). Each lamp shall be V.lJeam, dear, group replacement A21. 8000 hour rated fife, hOrizontal with medum base.
Each lamp socket shall be accurntely positioned so 'lndications" 􀁾􀁥􀁤􀁍􀁡􀁲􀁾􀀠19B5.lntemai 􀁩􀁬􀁬􀁕􀁉􀁬􀀩􀀡􀁮􀀧􀁾􀁾􀀨􀀧􀁦􀁜􀁜􀀺􀀮􀁩􀀡􀁓􀀭􀀺􀀮􀁴􀁯􀀠be centered and prefocused in its
respective shall be prO'llded by an 􀁉􀁮􀁣􀁡􀁮􀁤􀁥􀁳􀁣􀁥􀁾􀀡􀀮􀁴􀀧􀀡􀁭􀀮􀁾􀀮􀁡􀀺􀁴􀁑􀀠􀁾􀁾.•,. ,,\s.e<;tjqr,of the reflector when the above descnbed colored lens. ,,". 􀁾􀀻".:, .:iiiffipsare
i'nstalied. T Optical System 􀀮􀀧􀀭􀀺􀀧􀀧􀀧􀀺􀀮􀁾􀀠:;:-.' .,:,. Mexlnting shall be 10 an aiuminum plate so as to . -' t,-, . 􀁾􀀮􀀮􀀮􀀮􀀮􀀠.Z'" ltt.. -":'r,--:'f-The optieai 􀁾􀁴􀁥􀁭shall
be desimrid.􀁾􀀬􀁾to 􀁭􀁩􀁮􀁾􀀻􀁾􀀠􀁜􀀼􀁾􀁣􀁩􀁾􀁾􀁾􀁾􀁵􀁣􀁴heat away from the socket mize the return of the outside rays entering the unit The lamp socket may be made of molded . from
above horizontal (known as sun phantom). The 8akelite, molded phenolic, or ceramic and 􀁓􀁨􀁾􀀱􀁉􀀠be optical system shan consist of: provided with a brass screw shall With lamp Ill1P.
a) two symbol two color message lens Each lamp socket shall be provided with one 
, " 7090 Specifications con't ._) colorelliead (non-white and 􀁮􀁯􀁾􀁬from the socket and one white lead from the shell. Leads shall be 18 AWG and shall be wired to respective tem1inals
of athree terminal pair screw-type terminal block. The two white wires 􀁳􀁾􀁡􀁬􀁬􀀠be connected to acommon terminal. The tem1inal block shall be located inside the pedestrian signal
housing. ., Z-CRATE visor "Ea::h signal shall be provided with aZ,CIWE type visor designed to eruninate sun phantom. The Z-Crate type ..;sor shell be inatalled parnl1el to the fa:e 01
the 'HANDIWAlKlNG PERSON' message. The Z-Crate visor assembly shall be held in place by the use of stainless steel screws or lens clips. The Z,CIWE assembly shall consist 01 a minimum
of 20 straight horizontal louvers and 21 Zig·zag pattern hOlizontallowers. Every other formed 10lM!( shall be I"EMlrsed so as to form cells 1 inch square bUt rotated 45 degrees from
hOlizontai to provide diamond shaped cells when assembled. Each diamond shall then be bisected by a straight louver inserted between each pair of fanned zig-zag louvers. Where each apex
of each fanned louver comes in contact with the interspersed straight 10lM!(, the entire length of the joint shall be chemicelly welded. The basic material used in construction of the
Z-CRATE visor shall be nominally 0.030 thick ani! shall be l00'h impregnated black polycarbonate plastic processed with aftat finish on both sides. The assembly shall be enclosed in
amounting frame constructed of 0.040 minimum thicl<ness aluminum. This frame shall be 1.5 inches deep and shell contain mounting holes for installation directly into the pedestrian signal
door frame. Y Case The case shall be one piece corrosion resistant aluminum alloy die casting complete with integrally cast top, bottom, sides, and back. Four integrnlly cast hinge lug
pairs, two at the top and two at the bottom of each case, shall be provided for operation of a swing down door. The case when pmperty maled to other pedestrian signal components and
mounting hardware shall provide a dustproof and weatherpmof enclosure and shaI1 provide for easy 􀁾to and replacement of all components. Three versions of the case shall be available.
The first version shall be supplied with Clamshell mounting hardware installed (ordered concurrently) for installation of 'pole LEfT of message: The second version shall be the same
except intended installation shall be 'pole RIGHT of message: The third version shall contain upper and lower openings as described below, suitable for either post top or bracket mounting.
The first and second version need not indude upper and lower openings bot when provided shall be adequately plugged. The openings included in the third version shall :) accommodate standard
1.5 inch piPe brackets at the top and bottom of the case. The bottom 􀁯􀁰􀁥􀁮􀁩􀁾􀀠of the signal case shall have ashurfock boss intagrally cast into the case. The dimension of the shurlock
boss shall be as follows: Outside" diameter 2.625 inches; Inside diameter 1.969 inches; number of teeth 72, angle of teeth go'; and depth of teeth 5/64 inch. As an option, a shuriock
boss of the same dimensions may be ordered for the top opening on the case. The teeth shall be dean and sharp and provide full engagement The radial angular grooves of the shurlock boss,
When used with shur· tock fittings, shall provide positive positioning of the entire signal to eliminate rotation or misalignment of the signal. ., Door Frame The doorframe shall be
aone piece corrosion resistant aluminum alloy die casting, complete with two hinge lugs cast at the bottom and two latch slots cast at the top of each door, The door shall be attached
to the case by means of two Type 304 stainless steel spring pins. rNa stainless steel hinged bolts with captive stainless steel wingnuts and washers shall be attached to the case with
the use of stainless steel spring pins. Hence, latching or unlatching of the door shell require no tools. T Painting Prior to final assembly; the case, door frame, Clamshell mounting.
and visor {aluminum portion only) sliall be thoroughly cleaned and then etched with an iron phosphate solution. An appropriate chemical sealer is then applied. Atop grade T.GJ.C. polyester
powder is electrostatically applied and oven baked. This process yields a qualily, durable fHlish. 
7090 Specifications con't. 7090 Options • I 'f Warranty The entire pedestrian signal. includingZ-CAAlE visor, message lens, oo..tJIe paWJIic reftecIor, lamp sockets, case, and door me
(but not the A21 traffic slgnal lamps) shall be warrnnted for two (2) yeatS from the date of original shipment against detects in WQ!\(. manship and/or materials. T Paint Options Paint
Door Rat Black Paint Housing OlIve Green Paint Housing Federal Yellow Paint HOUsing Gloss Black Palnt Housing Rat Black Paint HousingAiumif1lJm ,. Mounting Options Clamsl1e1l2 MounUng
(pole left of massage) Clamshell 2 Mounting (pole right of message) Clamshell 3 Moonting (pole left of message) Clamshell 3 Mounting (pole right of message) Maintenance Housing (one
side plUgged) Maintenance Housing (both sides plugged) Rat Pole Adepter Ccnduit Side Entrance Kit Allen Head Bolts (set of 2) Steel Spacers (set of 2) Cast Closed Top and Bottom Add
􀁓􀁨􀁵􀁾􀁯􀁣􀁫Top Port T Visor Options Open Visor in lieu ofZ-CAAlE visor Open Visor in addition to Z-CRATE visor " Other Options Substitute 1/4" Polycalbonate Lens Substitute Rotatable
Lamp S<:x:Mts Substitute 69 watt Lamps Substitute 116 watt Lamps Substitute 60 watt Lamps 􀀨􀀽􀁾􀀩􀁩􀁴􀁥􀀺􀀠􀁾􀀠 o IDC Indicator Controls ICC.7090 • 4/94 
, , .". J Clamshell Mount Pedestrian Signal Mounting Hardware 􀁾􀀢􀁾􀀮􀁾􀁾􀁾􀁾􀀮􀀧􀀭. .' Model 4835 .., 12-position terminal block .., clean"simple installation .., patented, reversible
design for left or right hand mounting .., flexible mounting, including through-bolt and band-it :" .' .., vandal-proof exterior lock 􀁾􀀧􀀭􀀮􀀮􀀠, ...a rtf '6;1: .JYRA.AI'GII Traffic
Systems, Ir::. P. 0.Box 14509 '. Fort Wordl, TX 76117-OSG9 817-831-9406 fc 811-831-9407 From procurement through installation and on to maintenance, our Model 4835 is built to make everyone's
job easier. Whether you prefer bolting or banding, installation of the 4835 is quick and hassle-free. Add the further flexibility ofa patented design that's reversible for left-or right-hand
mounting, and most of the headaches of stockpiling disappear. Since a single hex key gives you full access to. thewiJ,ing block, it's hard to imagine how servicing could become any more
con.' veIuent Aiid by creating a simple, stream'lined shape, the 4835 even makes signals easier to look at. Of course, there is one group the 4835 makes things tougher for-vandals. Its
exterior lock and solid construction assure that. Which should make everyone else's job just that much easier. 
T Specification Model 4835 The subject mounting hardware shall be a T Improved Mounting location two-piece, cast aluminum allotassembly. The The subject mounting hardware shall allow
two separate castings shall be joined in the . a 'pole to pedestrian signal',clearance of . final assembly by the use of stainless steel approximately 3 inches tlius Providing stronger
spring pins. The spring pins shall be factory and more rigid mounting than 􀁣􀁯􀁮􀁶􀁥􀁮􀁾􀁯􀁮􀁡􀁬􀀠installed into the hinge ears which shall be bracket mounts. Th.1s cloSe spacing between
integrally cast into the pole half of the assem· the pole and the pedestrian signal in most bly. Final mating of the two halves shall be locations should reduce the Vulnerability to
􀁡􀁣􀁣􀁯􀁭􀁰􀁬􀁩􀁾􀁨􀁥􀁤􀀠by inserting the spring pins into damage by curb-hugging trucks and should the drilled hinge ears of the head half ofthe be esthetically more pleasing to the
eye. assembly (loose fit). ". . T Vandal Proof Installation T Applicable Installations The head half half of the assembly shall be secured The pole half of the assembly shall be designed
.to the pedestrian signal with four %s inch bolts. to adapt to a wide range of pOle configurations , The pedestrian' assembly shall be mounted on (4 inch minimum diameter). The pole
mating 'the pole by lining up the mounting pins of the surface sha1! be configured much like terminal pole half with the mounting ears of the pedes· compartments used for conventional
bracket trian assembly and lowered to the permanent mounting. position. The pedestrian assembly shall then The half of the assembly mounted to the be rotated until the damshell is closed.
locking pole shall not weigh more than 3.4 pounds; is accomplished by Inserting the flat head thus facilitating rapid installation. socket bolt and tightening with a 3/:tS inch ailen
wrench.T Adaptable Mounting Unit construction shall allow for through-bolt, T Terminal Block and Dual Wiring bolt to tapped pole. lag screw and band-it type Twelve sets of screw terminal
pairs shail be mounting. Through bolt mounting shall accept Io!:ated on a terminal block in the pole half of two 1/2 inch diameter hex head bolts located the damshell assembly. A corresponding
rain on 9 inch centers. A channel with a recessed shield shall be provided in the upper third of shoulder shall be included to retain the bolt the pole half to prevent water intrusion.
head (or nut) and thus prevent rotation. A closed cell neoprene sponge gasket shall Clearance shall be provided on the mating half be provided on the mating surfaces of the two of the
assembly such that the bolt can extend halves of the assembly to complete the rain-through the nut when it is desired to enclose tight construction. the nut and bolt end rather than
the bolt head. Provisions shall be provided to allow wiring The clamshell mounting system shallindude to the field wires by conventional screw type an option for bolting diredly to a
tapped pole terminals or by quick disconnects. Field wires or lag screwing directiy to a wood pole. Steel shall be either AWG 12 or AWG 14. spacers with a 9/16 inch hole to slip over
the When pedestrian signals and clamshell shank and under the head of the mounting mounting hardware are ordered concurrently. bolt or the lag screw shall be.§Yaiiable as an the clamshell
mounting hardware shall be eXtra cost accessory. meChanicallY assembled and wired to the . BancHt type mounting shall Re.llrovided by 􀁰􀁥􀀬􀁤􀁾􀀤􀁴􀁲􀁀􀁮􀁳􀁩􀁧􀁮􀁡􀁬􀀠on the side specified.
If top integrally casting two recessed slOts near the and bottom holes eXIst in the mating pedes.. !lip 􀁾􀁢􀁑􀁴􀁴􀁯􀁭􀀺􀁯􀁦􀁴􀁨􀁥􀀠pole half of the assembly. trian slgnal, such holes
􀁳􀁨􀁡􀁬􀁬􀁾􀀠plugged as 􀁕􀁴􀁥􀀻􀁾􀁭􀀢􀀬􀁦􀁓􀀠of.this slot shall be 􀁲􀁥􀁬􀁬􀁥􀁶􀁥􀁤􀀮􀀬􀀮􀁾" ...􀁾􀁴􀁨􀁥􀀬􀁣􀁬􀁡􀁭􀁳􀁨􀁥􀁒installation procedure. 􀁰􀁲􀁾􀁥􀁾􀁴􀁤􀁡􀁭􀁡􀁧􀁥􀀠to the band-it
type􀀮􀀡􀀧􀁴􀁲􀁡􀁐􀁀􀁩􀁡􀁧􀁩􀀮􀁮􀁔􀁾􀁾􀀧􀀴􀁬􀁩􀀠. m<iterial. Approximate dimensions of eaCh 􀁾􀁉􀁯􀁾􀀠􀀻􀀡􀁏􀁾􀁳􀀶􀁢􀁪􀁥􀁣􀁴􀀠clamshell mounting hardware shall be 'is inch wide and 􀁾􀁳􀀠inch
deep deep thus.' 􀀺􀁾asiierri6iY􀁾􀀱􀁩􀀠weigh 8.3 pounds maximum. adequately retaining 3/4 inch strapping 􀁭􀁡􀁴􀁥􀁴􀁩􀁡􀁾􀀺􀁯􀀳􀀠,.: "'.> 1;;e-)'; ';; T DimenSiOns T 30 Degree Adjustment
Height 11 􀁾􀀴􀀠inches maximum The bolt hole shall be elongated from side to Width 5 􀁾􀀲􀀠inches maximum (including side and the recessed shoulder shall be curved hinge ears) , to allow
rotation of the installed assembly 15 Depth 3 % inches maximum degrees in either direction from center for a total of 30" (when installed on a 4 inch pole). 
T Specification can't Model 4835 T Painting Prior to final assembly, the clamshell mounting hardware shall be thorooghly cleaned and then etched with an iron phosphate solution. All
appropriate chemical sealer is then applied. For all gloss finish colors, a top grade T.G.I.C. polyeSter powder is electrostatically applied and oven-baked. To provide a true low luster
flat black, an epoxy hybrid powder is applied in the same manner. This material chalks black and is often referred to as a 'self cleaning' flat black. This process yields a high quality
and very durable finish. :) T Warranty The clamshell mounting hardware shall be warranted for two (2) years from the date of original shipment against defects in wornmanship and/or materials.
T Applicable Patent The product described herein is protected by U.S. and Intemational paterit number 4.101.191. T Assembly Drawing Model 4835 ,",., . 􀁴􀁯􀀭􀀺􀁾􀀠).,( 'flU UIW(£ fiOll
I'lOan:lu Wt 'i8" Na1' JQ. "IJ5I' 1$ fM1'VI£!I 10-TIlt 01$1111' r«! 11'01 t !lEX lIE» )rl.1'1'l. !...Wi SCJ:ElIS(I: 􀁾􀁉􀁦Il£ltUln. HAt IIC.. ..milif,uT£lEll 10 til! I'tlIIIEM If 1lIe HCrot1'. Mt; ltlIItIllAro YlDJ GIla 􀁾􀁉􀁓􀀨􀁏􀁉􀁉􀁉􀁉􀁬􀀺􀁴􀁴􀁓􀀬􀀠 fOUlS UlDtaI 􀁾􀀠 Hit .. 􀁾􀀢􀁓􀁉􀀧􀀠􀁾􀁾􀀠
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r:r: TIlt 􀀢􀁦􀁕􀀮􀁾􀀠4835H $£Off lIl:t" #.III t!6llffllllO wU'lllJ6...... U.S. PATENT 4.101.191 ant. 1II1S lI!A 1$ lI£CtS$Si ti'PIOL 111;' to .ICC£PT.,..n ltn'C. J![!lli A. M (2) sna
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IIlDEL 􀁾l4ftlOill 'IIITH (nIt DlfiAlCf PIiilYlttS ImED til" (GfIOUU (lTWCES 011 10m LEn 00 11:100 SUIU f(lt EXf(WJ. (Nftw:E fll <'-""'<IlL t. tl6l f2) ll.1(11 $(iC.(£1100 lOllS flll'f[Q/4;
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, " /; ... Options Model 4835 ... Model 4835-0CSE: Clamshell mount with optional conduit side entrances• The pole half of the clamshell assembly shall be provided with 1,12 inch tapped
conduit enl!llnces on both left and right sides to facilitate exterior pole wiring. Conduit entrances "shall be sealed with removable insert (Part No. 4853) at time ofshipmenl ... Part
No. 4826: Steel spacers. Required to raise bolt hex head above locking groove when mounting method indudes tapped hole in pole or lag screws in wood pole. Spacers include %6 inch diameter
hole to readily accept 1/2 inch diameter mounting bolts or lag screws. Head mounting half of clamshell is relieved to accommodate head of bolL ... Paint Options Olive Green Federal Yellow
Gloss Black 􀀢􀁉􀁦􀁾􀀠Interseetion Development 􀁾􀀠". ,. • • • II: A 'I 1 • • 1511 e. OrangelhorpeAvenue. Suite A Fullerton. California 􀁾􀀱USA Tel: (714)447-0355 ICC·4835 • 10/92 o
􀁜􀁾􀁍􀁳􀁾􀁮􀀡􀁾􀁊􀁬􀁬􀂣􀁾􀁲􀁭􀁾􀁥􀀬􀁭􀁦􀁮􀁯􀁬􀁳􀀠 
SPECIFICATIONS SHEET lL lUM AGeNCY: REF'.: PUSH BUTTON STATION ASSY. W/O 9" x 12" W/LONG LII'"E SWITCH W/CABLE SE-2013-082' MUSHROOM PLUNGER COVER ASSY. SE-2013-08 5E-2009-08 SE-021S
F'S-2020 F'S-4208-SS F'S-3901 . SE-02.19 1'"5-4000 I'"S-2001 5£-0245 lJitdrilJuted 11,1 PA.R&D.l&lf Trame Systems, II: P. O. Box 14509 FortW011II, 'IX 76117-0509 817-831-9406 6:: 817-831-9407
DESCRIPTION PUSH BUTTON STATION ASSY. w/o CABLE GUIDE. 9" x 12" w/LL SWITCH w/2" MUSHROOM PLUNGER. COVER ASSY. ROUND PUSH BUTTON COVER ASSY. W/LONG LlI'"E SWITCH w/WIRE LEADS & LEO INDICATOR
._.........._....... PUSH BUTTON STATION BODY W/O CABLE GUIDE. 13" x 12......􀁾􀀮􀁾􀁟􀀢••..• : ..􀁾􀀺􀀢􀀮􀁟......._."._._-:.-::...................... _ ......................--1 BOLT.
HEX. HD•• 1/4"-20 x ................. _ ............................. _. LOCKWASHER, SPLIT. 1/4·:........................................................................ SCREW. SOCKET
BUTTON HD.; 1/4"-20 x 3/8·:..._._........... SUPPORT ANGLE. ALUM ............_.___...................:................................... !'"ENDER WASHER. 1/4· x 1" ..................................
.............................. BOLT. HEX. HD .. 1/4"-20 x 5/S·:....................................................... THREADED PLUG. fOR 1/2" CONDUIT OPENING........_............. ITEM
2 J 4 5 6 7 8 9 COAT PXX PXX ZN2 55 ZNl PXX ZN2 ZN2 PNC QTY 1 1 1 :2 ·6 4 2 4 4 1 SHEET 
-----~IC 􀀻􀀧􀀺􀁉􀁴􀁬􀁬􀀠 PED""STRIAN SIGNS 􀀧􀀧􀀻􀁾􀀧􀀠PELCO PRODUCTS, INC. SF-100l SF-1002 SF-1003 SF-1004 SF-1005 SF-1006 SF-1007 SF-lOOB PUSH PUSH PUSH PUSH BUTTON BUTTON BUTTON
BUTTON fOR fOR fOR fOR-WALK WALK WALK WALK SIGNALSIGNAL -SIGNAL SIGNAL -TO CROSS ... SYREtT PUSH BUTTOH WAlT fOR WAlle SICNAL TO CROSS 10 CROSS sTRen .... SYRetT ... PUSH BUTTON PUSH
BUTTON WAIT fOR WAIT fOR WAUC SICNAL WAll( SICNAL TO CROSS STRCEY PUSH BUTTON WAIT fOR WALK SICNAL -03,-04,-05 -03,-04,-05 -06,-08,-09 -01,-02,-03, -01,-02,-03, -01,-02,-03, -01,-02,-03,
-06,-08,-09 -06,-08,-09 -06,-08,-09 -05,-06,-08, -05,-06,-08, -05,-06,-08, -05,-06,-08, -09 -09 -09 -09 SF-lOO9 SF-1010 SF-lOll . -06,-08,-09" 􀁾􀀮􀀠-06,-08,-09 -06,-08,-09 TO CROSS
YO CROSS TO CROSS "'STRE:(T STRCtT .... -+-STREn PUSH BUTTON PUSH BUTTON PUSH BunOH WAIT FOR WAIT fOR WAIT fOR -t SICNAL '" SICNAL • SICNAL SF-1012 􀁓􀁆􀀭􀀱􀁾􀀠SF-1014 SF-1015 PUSH PUSH
PUSHTO CROSS BUTTON BuTTONBUTTONSTRCET .... fOR fOR fORPUSH BUTTON WAIT fOR -II 0 ·0• SICNAL .--06,-08,-09 03,-05,-06,􀀭􀁏􀁾􀀩-0¥(fB' -08,-09 SF-1017 SF-10lB SF-1019 SF-1020 SF-1024
SF-1026 SF-1027 TO 􀀨􀁾􀁉􀁔􀁏􀁾􀀠􀁲􀁾':'=1 TO CROSS TO CROSS",SIt .,,11001 PUSH BUTTON ",$>I fIInDII"'SIt 􀁉􀁾􀁉􀁔􀁃􀀢􀀠􀀢􀀢􀀧􀁾􀀠"'!lCOI -+-sTRen STREET ..􀁦􀁊􀁾􀁉􀁊􀁾􀀠􀁉􀁊􀁾􀀠fJ ':fd?:
PUSH BUTTONPUSH BurrCHfOR􀀡􀀺􀁉􀁾􀀮􀁾􀀬􀀠..:p;.:::􀀱􀀲􀁾􀀠􀀡􀀡􀁾. '''-'' WAIT fOR.....􀀢􀀮􀁾WAIT fORGREEN CReCH UCHTeREEN LICHTLIGHT1]1=fI=fJ ----._....--_...I) ". --01,-02,-06, -01,-02,-06,
-01,-02,-06,-03,-05,-06, -03,-05,-06, -03,-05,-06, -03,-05,-06, -08,-09 -08,-09 -08,-09 -08,-09-08,-09 -08,-09 -08,-09 .SF-1030 SF-1031 SF-1032 "-1 1/2"R 10"10"m·O}.i,-;._ .' '. -03.-05,-06,
-03,-05,-06, -03,-05,-06, 5" x 7" 5" x 7 3/4" 9" 'x 1"2" 9" x 12"-08,-09 -08,-09 -08,-09 -02 -05 -06 x' ::'09 FEATURES: SUFFIX SIGN SIZE 5/16" MOUNTING HOLES 5" x 7"01 NONE -02 5" x
7" 2 (5 1/2" eTC) -03 5" x 7 3 4" NONE 04 5" x 7 3 4" 2 (6 1/4" eTC) -05 5" x 7 3 4" 4 -06 9" x 12" NONE -07 9" x 12" 2 (6" eTC) 08 9" x 12" 2 (10" eTC) g" x 12"09 4'I • 2 OR 4 MOUNTING
HOLES HOLES """, • STANDARD CORNER 􀁒􀁋􀁢􀂷􀁬􀁬􀀺􀁩􀁓􀀧􀀧􀀧􀀧􀀺􀁾􀁾􀀻􀀺􀁾􀁾􀀮􀁲􀀠,-.,. ,'• BLACK ON WHITE' .063 􀁁􀁌􀁕􀁍􀁉􀀭􀁊􀁉􀁦􀁵􀀧􀁍􀁾􀁾􀀧􀁾􀀧􀀡􀁬􀀬􀀬􀀭􀂷􀀠• SPECIALS AVAILABLE ,',UPON
REQUEST .. 􀀺􀀮􀀺􀁊􀀬􀁾􀀻􀁜􀀮􀀠􀀬􀁾􀀢􀀬􀀧􀀮􀀬􀀡􀀮􀀧􀀠􀀺􀀻􀁟􀀧􀁾􀀬􀁾􀀺.•􀁊􀀬􀀮􀁾􀀬􀀮􀀻􀁾􀁲􀀬􀁾􀀬􀁴􀀺􀂷􀁾􀀢􀁡􀀢􀁟􀀮􀀬􀀮􀀬NOTES; 􀀮􀁾􀀭􀁴􀀵􀀮􀀧􀀧􀀻􀀡􀀧. .''.:; . 􀀮􀁾􀀠... c 1. STANDARD
SIGNS IN STOCK ARE SHOWN, SEE' PRICE LIST FOR SPECIAL SIGNS. 2. WHEN ORDERING PLEASE SPECIFY PART NO. & SUFFIX, i.e.. SF-I032-08 FOR A 9" x 12" SIGN W/2 HOLES 10" CTC, 320 S.W, 1Bth
-Edmond, Oklahoma 73013 • (405) 340-3434 • FAX: (405) 340-3435 SECTION 5 8UI.l.ETIN NO. 124 3/20/95 1 
" " "'J 􀀢􀁾􀂷􀀱􀀠I Furnish Shop Drawing for Controller Telemetry Interface Panel. We require-the capability to communicate with the controller and the video tracking unit. Furnish with
front and rear doors. Furnish Opticon card racks. 
􀀮􀁾􀁉􀁹􀀺pARA.l'lIGalf TndIkSyslems, Inc. P.o.Bo.d4509 Fort WcriI,'IX 7Ql;7.0509 817-831"" II: 􀁂􀀱􀀷􀁾􀀭􀀹􀀴􀀰􀀷􀀠 J)t'!!fributeJ by: . . ..􀁾􀀠'jrsffic SysNIIII.IIM:.i P/;.....· .
. 14509 ! Fort 􀁷􀁾􀀮􀀺􀁩􀁬􀁩􀀬􀀠TX 76117.0509 "-_817-831-9406 fs: 817-831-9401 FRONT SIDE FRACllONS DECIMALS ANetES ORAWN fff VLS 09 24-96 I II A I' ,. I C I TAllAHASSEE, FLORIDA 32303
+ + .015 +T 􀁾􀁃􀀢􀀽􀁅􀁾􀁾􀁗􀁾􀁦􀁦􀁦􀁾􀁟􀁾􀁏􀁾􀀹􀁾􀀭􀀲􀁾􀀴􀁟􀀭􀁾􀀹􀀶􀁾􀁾􀁟􀁾􀁁􀁾􀁐􀁨􀀽􀀮􀁾􀁾􀀽􀁾􀁾􀁾􀁾􀀮_____(_9_0_4_)_5_6_2_-_2_25_3_______1 BonOM VIEW hMA:ii'TEmRlAl...------------'----+--"------I!
OEseR TYPICAL P44 CABINET ASSY F1NISH $lIE DRAWING NO. rn:v I----....L-------A! D CAD RAO 0 AU USE FOROIODe/􀁾􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀬􀀭􀀭􀀭􀀭􀀭􀁾􀁾􀀮􀀽􀀺􀁾􀁾􀀬􀁟􀁟􀁟􀀬􀀺􀀽􀁟􀀭􀁟􀀮􀁟􀁊􀀭􀀭􀀭􀀭􀁴IWlIHOUT
WRITTEN CONSEN! SN'E NT 􀀬􀂫􀀮􀁾􀀠􀁾􀁾􀀠􀀮􀀬􀁾􀀧􀀠􀁾􀀼􀀼􀀾􀀠1 OF 1OF PEEK llW'FlC 8 TO 1 ! 1.687 [4.285CM}--1.687 [4.285CM]rr---------40.626 [1 03.190CM 1--------1 3.375 [i.573CM] r---------_______-1
it3 16.500 [46.990CM] I 4.125 T [If.475CM]m 􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭
----FRONT VIEW TYPICAL CABINET UGHT, FAN, AND oY 10 20 30 40 50 50 70 80 90 100 110 ---TYPICAL T52 TYPE 1 CONTROLLER AND MONITOR PLACEMENTTSTAT MOUNTED ON PLENUM. 􀀧􀀬􀀧􀁬􀁨􀀭􀀭􀁨􀂷􀁨􀂷􀁾􀁔􀁨􀂷􀁨􀀭􀀱
􀀱􀀠􀁔􀁨􀀮􀁬􀁮􀀭􀁬􀁬􀀧􀁲􀁬􀁬􀂷􀂷􀁉􀁊􀁲􀁔􀁉􀁉􀀧􀁉􀁉􀁾􀀭􀁔􀁬􀁮􀁾􀁨􀂷􀂷􀁲􀁲􀁨􀁬􀁌􀁮􀁬􀁮􀁉􀁔􀀠1110 510 15 /0 /5 30 35 40 --150 ///j //II 1/L =, ... 􀁾􀁏"""'" I I"::' " 􀁛􀀱􀁩􀁄􀁾􀁵􀁂􀁉􀀠:un8i
(1 􀁾􀀠, i (SI)PPUED BY CUSTOMER) -1---to. _._-iQ 0 .Q .0 -;'. I '-" DR2-I· .. 55 -140 I . •. 130 50 􀀧􀁉􀁾􀁉􀁉􀁾􀀠. 120 ,. 􀀴':J 􀁾􀀠.__ I I () -L::::l '"= '10. 100 (17)-".-" ..'. 35
90 '--.' . I, L_.",,____________._-'I ::: ('.0 30 .. -::. -70 i 25 -(,0 20 50 . 40 15 30 10 -II 20 I I 5 10 FRONT DOOR f) !) o 0IN nA IN CM SHEEr 2 Of :5 
70 60 40 30 20 10 OeMr ,', I', ,'n'" i', ,', 1'1 " I " I I, "I I, h1'N25 20 1 5 1 0 5 o· LEFT INSIDE VIEW RIGh 1-INSIDE VIEW 70 60 50 40 30 20 10 0C" I I I I I I I I I I I I tV!I I I
I I I I I I I I I I I I I I I I I I I I I I I , I 'iN 25 20 15 10 5 O' FIBER TERMINATION BOX (SUPPLIED BY CUSTOMER) FIBER BOXES 35 90 Sf) 30 _ .'( I 25 60 20 SO -.3D 10 20 5 _. 10 SHffi
:l OF 3 
p c􀁄􀁾􀁴􀀺􀁮􀁮􀀠 6473 SIERRA LANE DUBUN. CA 94568 PHONE (510) 828-2375 MANUAL ... MODEL SS8-S6 SWITCHPAC " ....... ' 􀀼􀀻􀁾􀁾􀁾􀀺􀀠Disiributed by: PARADIGIf Traffic Systems, 􀁫􀁾􀀮􀀠P.
O. Box i456Y FortWordl, TX 76117-0509 ] 817-831-!U8Ci fJ: 817-831-9407 
DESCRIPTION, 'OJ The poe Model SSS-S6 Solid State Switnpac is a tri-pack solid state relay package de$igned specifically for the Traftic Control Industry. This unit meets NEMA .Specification
151-1963, Section 5, as well as the California Department of Transportation ·Model 2:00· 􀁳􀁰􀁥􀁣􀁩􀁴􀁩􀁣􀁡􀁴􀁩􀁯􀁮􀁳􀁾􀀠Each switch tIIill turn its rated load ON or OFF within 10 􀁤􀁥􀁧􀁲􀁥􀁾􀁳􀀠of
the first 􀁾􀁥􀁲􀁯􀀠crossover point, and within 5 degrees on suceeding alternations randomly timed input command signal. The electronlcs are enclosed in a dust-resistant, metal enclosure
providing mechanical protection and excellent heatsinking for the heat generating components in the circuit.. All eNternal metal parts are made ot anodized aluminum to prevent corrosion.
The electron ic components are all easi ly accessable 􀁢􀁾􀀠removing the cover with a 􀁳􀁣􀁲􀁥􀁾􀁤􀁲􀁩􀁶􀁥􀁲􀁾􀀠INSTALLATION: The switchpaC interrnates with any standard NEMA loadbay
or with the Model 332 cablnet output tile. It is easily installed or removed by grasping the the extruded handle. Connector pinouts are shown in FIG. 1. The connector mates with a Cinch
Jones # 5-2412 OSB or 􀁥􀁑􀁵􀁩􀁶􀁡􀁬􀁥􀁮􀁴􀁾􀀠PIN FUNCTION 􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭1 +115 VAC, 61il HZ :2 2 CHASSIS GROUND " 3 A OUTPUT ( RED, 􀂣􀀩􀁾􀀩􀁎􀀩􀀠l' WALK) . , :4 3: 4 SPARE
5 i'. OuTPUT (VELl ,6 0 5 : 6 A INPUT (RED. DON'T "ALK) 7 C OUTPUT (GRN, i.JALK:) :e 7: 8 B INPUT (YEL} 9 +24 vee He! 9, C INPUT (GRN, WALK} Q '" SPARE . 11: 11 :12 12 SPARE : ,-----------FIG
1. ( GENERAL CHARACTERISTICS: LOAD voltage•• 􀁾􀁾􀁾􀁾􀀮􀁾􀀠•• 􀁾􀀠••••• 􀁾􀀮􀀱􀀲􀁾􀀠VAC Current(max) ......... 􀁾􀀡􀀠....... 15.. 0 AMPS (tungsten 􀁦􀁾􀁬􀁡􀁭􀁥􀁮􀁴􀀠load} --'-...CONTROL
SIGNAL voitage...... 􀀬􀀮􀀮􀁾􀀬􀀮􀀠............. 􀁾􀀮􀀫􀀲􀀴􀂷􀁖􀁄􀁃􀀠 current............ 􀁾􀁟􀀮􀁾􀀮􀁾􀀠•.•••20 MA MAX SWITCHING 1st alternation 􀁡􀁦􀁴􀁥􀁲􀀮􀁾􀀠.•± 10 degrees at line
voltage sign'al is applied zero crossover pcnnt . ?ucceding ..al ternat 􀁩􀁯􀁮􀁳􀁾􀀠•• ± 5 degree'S of 1 ine vol taga :QrO crossover paint OFF STATE 􀂷􀁤􀁾􀀯􀁤􀁴••••• ••••• 􀁾􀁾􀁾􀂧􀀠_100
V per microsecond........... line to load 􀁲􀁥􀁳􀁩􀁳􀁴􀁡􀁾􀁥􀀮􀁾􀀱􀀵􀀠K OHMS MIN 􀁬􀁾􀁡􀁫􀁡􀁧􀁥􀀠current.• 􀁾􀀠... 􀁾􀀠..... less than 􀀲􀁾􀀠MA ISOLATION voltage••.••• 􀁾􀀠••••••• 􀁾􀀠•••
2500 voe MIN 􀁲􀁥􀁳􀁾􀀵􀁴􀁡􀁮􀁣􀁥................ 10 MEG OHMS MIN SURGE CURRENT one 􀁣􀁹􀁣􀁬􀁥􀀮􀁾􀀠•••• 􀁾􀁾􀀠•••••••• 175 AMPS RMS HIN one second•••••••••••••••40 AMPS RNS MIN LIFE
operations•••••••••••••••30 MILLION MIN MECHANICAL length••••••••••••••••.•• B.4 INCHES width•••••••••.•••••••••• l.7 INCHES hel.ght .........................4.185 INCHES weight ••••••
_••.•••••••• 􀁾􀀱􀀮􀀱􀀳􀀵􀀠LBS GUARANTEE, The Loadswitcl'. is tully guaranteed against .:\11 failures due to manufacturing detects tor TWO YEARS. 
ADJVSTMENTS, " )The switc:hpac: h..."ho adjustment controls. THEORY OF OPERATION, GENERAL -ihe switchpac is an AC zero voltage switch which can be broken down into tht"ee (3) $epE!'rate
functions. The functions are illustrated in FIG 2. ISOLATION +24VOC--l INPUT :---: ,---, OUTPUT :--------------LINE"ZERO --0 0--: CIRCUIT .---, VOLTAGE :---1 CIRCUIT 􀁉􀀭􀁾􀀭􀀺􀀠I---NEUTRAL
SWITCH I LOAD: ..--FIG 2. INPUT -The input 􀁣􀁩􀁾􀁣􀁵􀁩􀁴􀀠is anQ!ogus to the coil of an electromechanical 􀁲􀁥􀁬􀁡􀁹􀁾􀀠CRI is a reverse voltage protection diode. CR2. CR3, CR4, Rl,
RS, & R10 provide the proper voltage range for switch turn on. ISOLATION & ZERO VOLTAGE SWITCH -Isolation and zero voltage switching is perfortr.ed 􀁾􀀠leI 􀁾􀀠lC2, & 1C3 which are optically
isolated zero voltage turn on triacs. OUTPuT The -output circuit consists of a triac and the· load circuit. The triac is a simple bi-directional swj tch whose on -off statS'! is controlled
by the zero voltage switch circuit. < <*";;;. DETAILED DESCRIPTION OF CIRCUIT OPERATION: MAINTENANCE: If tr.e switct.pac does not function properly. tollow outline 1 and IX to isolate
the problem. I. Perform the following prelifflinary checks! A. Chec" for 115 VAC and 24 Vl}C at the 1nput of the swi tchpac. H. -Check the control signal input circuit (whict'l is part
of thE< traffic control system.} C. Check 􀁳􀁷􀁩􀁴􀁾􀁨􀁰􀁡􀁣􀀠wiring external to 􀁐􀁬􀁾􀀠D. Check for burned out load lamp. E. Check for broken component leads inside t:-Ie 􀁳􀁷􀁩􀁴􀁣􀁦􀀢􀁯􀁡􀁣􀁾􀀠II
. If steps A. thru E. of outline I are normal, the probJem is withAM the switchp.;u::. Select 􀁥􀁩􀁴􀁾􀁅􀀡􀁲􀀠problltlm 1 or Z depending on the fault condition present. For E!>:ample
purposes, the isolation procedures shousn in problem 1 aSS\..I!Tles that the load A section of the switchpac is faulty A. Problem 1. Switchpac stays on allot .the 􀁴􀁩􀁭􀁥􀁾􀀠even in
the absence of a c.ontrol signal. Probable Cause-Ei th;er let or TI1:1 is shorted.. Isolation Procedure-Remove one side of R3. It switchpac 1S still shorted change TR1. If.not, change
􀁉􀁃􀀱􀁾􀀠H. Problem 2 .. Switchpac doe$ not turn on when 􀁾􀁩􀁧􀁮􀁡􀁬􀀠is 􀁡􀁰􀁰􀁬􀁩􀁥􀁤􀁾􀀠Probable Cause-11, CR2, IC1, or TRl is open. If TR1 is open, R2 woul d be burnt. Isolation
Procedure􀀱􀁾􀀠 Lift one side at Rl and Pl:Jt o1'lIT,IT,eter in series. Switchpac should draw approximately 20 MA.' If current measures approximately 20 MA, 􀁣􀁾􀁡􀁮􀁧􀁥􀀠Ie1. 2. If
no current, then Jumper CR2. If current flow is over 20 MA, change CR2.. 3. JUlTfper 11; if current flow of :2:0 MA or more, change 11. 􀀴􀁾􀀠Measure resistance of Rl; if not 􀁾􀀱􀀰􀀠ohm$,
replace P.l. 
•• I CRI 1N91.q +24VOC 9 ., AIN G -􀁬􀁒􀁾􀁄􀁜􀁉􀁴􀀩􀀠" B IN 8 "80 (V) ,,0CIN 10 (G,W1 􀁃􀁈􀁁􀁓􀁓􀁉􀁓􀁾􀀠GND ICIII ," ..INISSA TV561G 􀀫􀀧􀁾􀀠I • " 􀁾􀁔􀀲􀀠<IrA'... O.l US" Rl• 0 G ,OOV
••MTI II. , ••• 51 <.uTZ TRl". 0.1 Uf " • 0 G '500V "" un 110 --Q) AOUTCR, XC>IZ tfi.owJIN753A npS61G +" I' 5 BOUT 13 co' AiO (v).,. ,... IN153A COUT (G,Wl FIG. 3 51 ur> C3TA>". 􀁯􀀮􀁾􀀠Uf'
, G 􀁾􀁏􀁏􀁖􀀠RII. uTI 110 7 JI fttC!) Sf! :)"9 @L, FIG. 4 S5S-86 PARTSLIST #' 00239 ITEM QTY DESCRIPTION PDC PIN NFG NFG PIN REF DES I 1 LABEL, SIN 00043 POC 00043 2 1 CHASSIS 00204
POC 00204 3 1 COVER 0111206 poe 00206 4 I llAR TRIAC NTG 111111212 POC 111111212. 5, 1 LA:EEL, FRONT PANEL 00214-1 PDC 1110214-1 " 1 P.C. llD FAll 1110237 PDC 00237 7 3 CAP .1 UF 4011lV
C0!<11113 THOMSON CSF 􀁊􀁾􀀱􀁃􀁬􀁉􀁬􀁬􀀴􀁋􀀴􀁇􀀠Cl, 2,:3 8 3 DrODE ZENER I N7S3A CR0005 FAIRCHILD "IN753A C1l2,3,4 9 1 DJODE 􀁓􀁾􀁾􀁎􀁁􀁌􀀠􀁾􀁎􀀹􀀱􀀴􀀠􀁃􀁦􀀱􀁟􀁾􀀡􀀼􀁉􀁊􀀰􀀷􀀠, F,AIRCHILD
.1N914 CRI Ie :2 SPACER sli6 0D X .171 ID X 7/8 ,LG Hl1le,1S ..... "..., 11 :; NUT, 'KEPS 6-32 llLK 'H0038 12 4 SCREW PH PAN HD # 5 X 3/8 1400413 13 :2 SCREW PH PAN HO 6-32 X 3/8 llLK
.. 140041 14 3 SCREW PH FILL HD 6-32 X 15/16.llLK 140042 15 2 SCREW PH PAN 140 6-32 X 1 3/16 BLK H011143 16 3 OPTO TRIAC IC0023 SHARP ,S21MD4 IC1,2,3 17 1 CONNECTOR 12 PIN Jlllllle2
'BEAU-VERNITRON P5412-S J1 18 3 L.E.D. CLEAR RED LD011104 G.!. MVS02tiJ 11,2,3 '19 3 RESISTOR 68111 OHM 1/2W RIIIIII11I4 DALE ..... Rl,5,9 2111 3 RESISTOR 2.2K 1/4W RIII11I1111 DALE
R2, 6,10 l.21 2 RESISTOR 0 OHM RI1I052 DALE R3,7 21 3 TRIAC 500V ZSA TR01111:2 TECCOR Q5025LX TfH,2, :3 POC HAS DEVELOPED SECOND AND THIRD SOURCES FOR ALL OF OUR PURCHASED PARTS. SUBSTITUTE
PARTS ARE USED UPON OCCASION WHEN MARKET CONDITIONS DO NOT ALLOW FOR THE FIRST SOURCE TO BE USED. A LISTING OF SECOND AND THIRD SOURCES IS AVAILABLE UPON REQUEST FOR ANY ITEM THAT IS
ON THE ABOVE PARTS LIST. 
p .. o?;b trLn c . 6473 SIERRA LANE DUBUN. CA 94568 PHONE (510) 828·2375 FAX (510) 828·9764 MANUAL MODEL SSF-86-3 SOLID STATE NEMA FLASHER GENERAL DESCRIPTION, The Model SSF-86-X Solid
State Flasher is a single or dual circuit flasher designed specifically for the Traffic Control Industry. This unit is ',co.nser..yatively rated up to 2121 A per cirCLlit. 'The tlash
rate is 56.25 􀁴􀂷􀁬􀀻􀁾􀁾􀁳􀂷􀀠per minute and does not vary due to temperature or voltage variat'ions. With the Zero Voltage Switching design, there are no contacts to wear out or deteriorate
due to arcing or corrosion; also, extended life of light bulbs can be expected as well as reduced Radio Frequency Interference (RFI). The extruded aluminum heatsink provides more than
adequate heat disipation. CONNECTOR PINOUT: DlslrlbIlUdby: PARADIGIII Traffic Systems, In·;.7. LOAD "* I : 11 12: 8. LOAD 11: 2 o P. O. Box14509 9. CHASIS GND 9 10: FortWorlh,TX 76117-0509
lIZ). ) AC817-831-9406 &: 817-831-9407II. ) AC+ 78: 12. ) NO CONNECTION MATES WITH: Cinch Jones Socket # 5-2406 OSB or Equivalent ELECTRICAL SPECIcICATIONS: Zero Vol tage Turn On ••••••••••••••••••••
•••••••• 0 V + Sc-Zero Current Turn Otf ••••••••••••••••••••••••••• 0 A ±5:,.1 Tungston Lamp Or Gas Tubing Transtormer Load •••• Up to 20 A Max 􀁏􀁰􀁾􀁲􀁡􀁴􀁩􀁮􀁧􀀠Voltage ••••••••••••••••••...••••••
••.• 60 -135 VAC MECHANICAL SPECIFICATIONS, Length •••••••••• 8.4 INCHES Width ••••••••••• 1.7 INCHES Height•••••••••• 4.18 INCHES, Weight ••••••••••' 􀀱􀁾􀀮􀀱􀀿􀀵􀀠LB5. OPERATING TEMPERATURE:
Full load from -35 to +74 degrees 'c HOW TO ESTABLISH PART NUMBER,· PART NUMBER SSF-86-X MODEL 􀀣􀁾􀀠+= NEMA TYPE I (! CIRCUIT, 20M 2 = NEMA TYPE 2 (2 CIRCUIT, 10A EA.) * 3 NEMA TYPE
3 (2 CIRCUIT, lSA EA.) 4 = NEMA TYPE 3 (2 CIRCUIT, 20A·EA.)/DR* STO·CKED AT THE FACTORY OPTIONS: For other options' consult Factory or local "distributor. 􀁾􀁕􀁁􀁒􀁁􀁎􀁔􀁅􀁅􀀺􀀠 The
Flasher is fully guaranteed against all failures due to manufacturing defects tor TWO 􀁙􀁅􀁁􀁒􀁾􀀮􀀠 
•• •• cR, IN4004 2.5K " ''IIAC-10 􀁃􀁈􀁁􀁓􀁓􀁉􀁓􀁾􀀧GNO ' . ' ..􀀭􀀭􀀧􀁾􀀠􀁾􀀠SSF-86-3 Parts &I Cost List -E:M QTY DESCRIPTION 1 LAP·EL, SIN CHASSIS 1 COVER 1 BAR TRIAC MTG 1 􀁌􀁁􀁂􀁾􀁌􀀬􀀠FRONT
PANEL 1 P. C. 110 FA;; 1 CAP 47UF 16V 1 CAP 5000PF :2 CAP • lUF 400V 1 oroDE POWER 1N4004 4 NUT, KE:PS 6-32 :BLK 4 SCREW PH pAN HD # 5 X 3/8 :2 SCREW PH PAN HD 6-32 X 3/8 :BLK :2 SCREW
PH FIL HD 6-32 X 15/16 :BLK 2 SCREW PH PAN HD 5-63 X 1 3/16 BLK 1 I. C. C'MOS 4024 1 CONNECTOR 6 PiN 2 LAMP NEON 2 RES 510 OHM 1I4W I' RES 12K 1/4W 4 RES 56K 1/4W .1 RES 1501' 1/4W 1
RES 2.5K 5W 3 RES 11121 OHM 1/4W 2 RES 5.6K 5'1 2 RES 22 OHM 1/4W 3 TRANSISTOR 2N4401 2 TRIAC .8A 511ll1lV 2 TRIAC 2SA 511l0V , ,@"C+;TRI .. n TR.c, • "rZ ... ."410F RO 500V .10G ;0""12K
'10 G UTI uTI <l zz " 􀁾􀁏􀁏􀁏􀁐􀁆􀀠<3 ••... ' '--.Ml0f r-__􀁾􀀽􀀺􀀺􀀻􀀽􀁪􀀭􀁾􀀧􀀭􀀽􀀭􀀭􀀨􀀷􀀠LOAD 1 NT> MTT" T" .5A.8ARII "2 . 5W G ;onv5<lOv G 110 .. ,'6' RIO 56K onQ, 2N440J , " FIG,
2 ::, FIG, 3 ,. un Rt3 C. ". S 􀁾􀁏.. 7UF '6' "6.5W '-----+-----+--+--(8 LOAQ 2 ( ,# 􀀰􀀰􀀰􀁚􀀴􀀹􀁾􀀳􀀠POC PIN MFG MFG PIN RE:F DES 0{lj043 POC 00043 00204 poe 00204 00206 POC 00206
00212 POC 00212 00214-6 poc 00214-6 00247 poe 00247 C0001 PANASONIC ECE-A-16V47 Cl C0002 ALLIED CCD-472 C2 C0003 THOMSON CSF MC104K4G C3,4 CR0001 FAIRCHILD IN41'l04 CRI H0038 H0040 .,.
.. ,. H0041 H0042 ," ....... H0043 ......... IC0002 RCA CD4024BE ICI J0001-2 _, lIEAu-v"ERNITRON P5406S Jl L0001 CHICAGO MINI. C2A 11.2 R0004 DALE AS R0014 DALE R4 R0018 DALE R3,9,10,14
R0020 -DALE _R2= ,R0Q136 TRW PWS-2.5K Rl ROO46 DALE 􀁒􀁢􀁾􀀱􀀱􀀬􀀱􀀲􀀠R011148 TRW PW5-5.6K R'9, 15 R011155 , DALE R7,13 0,0004 G.E. 2N4401 Q1 ,2, :3 " TR0010 TECCOR Q501E3 TR1,3 C--'
TRQl012 TECCOR Q5025LX TR2,4 : HAS DEVELOPED SECOND AND THIRD SOURCES FOR ALL OF OUR pURCHASED PARTS. SUlISTITUTE PARTS 􀁾􀁒􀁅􀀠oD UPON OCCASION WHEN MARKET CONDITIONS DO NOT ALLOW FOR
THE FIRST SOURCE TO 􀁾􀁅􀀠USED. A LISTING SECOND AND THIRD SOURCES IS AVAILAlILE UPON REQUEST FOR ANY ITEM THAT IS ON THE A:BOVE PARTS LIST. 
'--,e􀁾􀁐􀁅􀁅􀁋􀀠 TRAFFI':;:: II " '1 ••􀁾•. '.--• 􀁾􀀠t...;""'-, • '-', SJUI'iO 􀁾􀁢􀀱􀀺􀀠PARADIGM TrafJic Systems, Inc. P.o.Bu:145DIJ Fort WorCIt,'IX 76117-8509 r 817-831-94Oli ti::817.a51-9407
elU100 NEMATS2 Bus Interface Unit • Full compliance wtth NEMA TS2-1992 Port 1 RS-485 SDLe interlace Facmtates high speecl data exchange between controller, cablMt, detector racks and
malfunction management unit .• Perfoims 􀁣􀁯􀁮􀁜􀁦􀁥􀁾􀁬􀁯􀁮􀀠lor 24VDC IJQ logic signals 10 serial bus Rack mounted for modularity and interchangeability BIU addres>; programmable via
Terminal and FacilitifO$ The Pe9k Traffio • Transyt T$2 NEMA ilus Interfa"" Unit (SIU) is a ra<;k mounted modular·by.lunCtion unil that allows easy adaptation to many applications. lis
prtmruy tunC'llon Is 10 Intenace the 24 VDC logic based illXlts and outpuu; (110) to the Synchronous Oala Un!< Control (SOLe) serial bus within the T62 cabinets. The Controller Unit
lunctlcnality In a Type 1, and some Type 2 config"rations, is interfaced to the TS2 cabinet cabinet through the BIU(s). This lunc:tionatlty includes controlling .11 load >Witch outputs,
deteclor inputs and resetsl and ft,mctlOI1,s pre\l!ously accessed \lia TS1· A.B,C connectcr.; and/or additional VO (MSD). The BIU utilizes an 8 bit processor and i6 In full cornpllancll
􀁖􀁬􀁉􀁴􀁾􀀠NEMA TS2 Standards lor tho Interface, power, environmental. 􀁥􀁬􀁾􀂢􀁴􀁲􀁬􀁣􀀮􀀱􀀠and physical hardware re"ulremenls. TM BIU is poweled by a separate 24 VDe powe, .upply
external 10 the Connoll.r Unit. The front panel Conla/rlS • handle for easy removal and insertion of the unit, power on and transmit !!Iatu. indiealors. a 15 pin female Port 1 ce>nnector
and a R6232 conneclOr, The BIU Intertacss Ie> tn. Port 1 facilftles tarminatioo panel through a 1 S pin metal shell 0 sub minlalure type connector that is equipp..d wiln latching bloeks.
Connection Ie> Itle Terminal and Fac:i'ti..:; (TF) baeilpanel or card 'rad< Is provided by a64 pin O{N 41612 \ylle B !elies comedOr. The'TS2 Controller Unit communie8tes through the
BIUs BIUs based on the d1gll1!! addr<!ll$fng 01 eaeh BtU. Each StU shall be capable 01 having ttoeir logleal positl<:," and 􀁳􀁬􀁬􀁢􀀬􀀮􀁾􀁵􀀢􀁯􀁴􀀠cab!l'1et functions, assignable thrQUgh
$pecllic 􀁡􀁤􀁤􀁲􀁥􀁾􀀠select !rlpJ1S. This ea!llne! 􀁉􀀱􀀮􀁉􀁮􀁣􀁴􀁩􀁯􀁾􀀠ffeXlbility allows lor cabinet expansion, enhances reliability and provlo..., a standard Intorface with Peek
Traffic or other manufacturers' TS2 cabinets. 
SpeclfiCa1ions Signal Inputs Isolat«llnplll:l Feur optlc.11y ioolaled Input; for .a. willlpede_ delecklt r,p"'" at _ h_InlerconMe! Inputs. TIl,. aptc Inpub Ira Intandod ler direct <:amocllon
to 12.VN:; !rom 1ll••ablnet power supply when ••ed wllh 􀁾pu.hootWns. l20VAC in_OGI Inpub am Intorta.od IhroU\lh ext.mal 27K Ohm. 1 W.U rosl$1Q/$. Dimen:t!onso 􀀴􀁾􀀤􀀧􀀠f:f x 2.34'"
W:( &.5' 0 (114.3 mmHx5M4mmWx 165,1 mmp) Temperature -:SO"'Ftc +les"F (.34'C to +74'C) Weight 0.525 lb. (O,26SIiQ) Powo, lUo 30 vee. 200 rnA ,', . ,Features i 'l11. Pod I 15 􀁾D Con_
meets 1!l. 􀁾􀁮􀁂lor 'IIlo pnys!coIlS:yer II1I<I 1M prolOCOI ler lIIe rul duplox sou:: _.1 , , databin all<Ilo in .,.cnmplra-1IriIh $ecJicns U 1 ir<l (j.6.2 01 the NEMA TS2 ·1992 Star!dard.
The BIU ..I'd ra<:k ""nneclo, Is a 64 ptn DIN 41612 􀁾􀀮B .0"'" cann_ wtth pin as:lignments as spocIf!ed In $ection (j.6,3.1 01 th. NEMA TS2 S!:Ir>dard. Ad....... Hfoet inputs .hall
.<lfln. tho logical _dian 01 each E!1U. 'l11e UIIJ posIIl<lns 10$ .re GeaJgnateO for T.nnl ....... and Foelli«,.. (TF) .nd BIU po.IUons 9 ·16 are d••lg••ted far Detector Raoks. CUm"lfy
up 10 1& d",.ctor ...".,.r. at. IUlIIQ11ablo pOt SUJ 4I1owing up 10 a Il\axlmum 01 64 detector anennels. BIU po&I!on. 5·8 and 1.3-18 "'" ,........., hlr Mum exponslon ""lulnlmenta for
TS2 or "",e"",. lar mOflUfact\Jrer 'pecific fuocIIone. • Ordering InfcnnalIon PESCBIPPOI:! malOG NUMeER Bus 1n1lld_1.lniI 81U100 poel< T""'''·T'........ 􀁾COl'l"l(T\Onwoaah !eul....ard1PEEK
T.:1Il:lhanea. 􀁆􀁉􀁾􀁡􀀠32:}Q3 T." (li04156l:'=Fox: (IlG4) 56:/....'2. 
I\lJ/lU-16 SERIE8 MALFUNCTION MANAGEMENT UNIT D1sbi1JlItedby: PA.R.4Dl&'If Traffic systems, L:, P. O.Box 14509 FortWortIt, TX '16117..os09 817-831-9406 fs: 817-831-9407'. The EDI MMU-16
series meets or exceeds all specifications of NEMA Standard TS2-1992 Section 4 (MMU), while maintaining downward compatibility with existing TS1-1989 Traffic Control Assemblies, The
MMU-16 incorporates many of the features of a TS1-1989 Conflict Monitor Unit along with .additional enhanced monitoring functions, while also providing sophisticated diagnostic and logging
capabilities through the high speed data communications channel of Port 1 . .' 'Tt.:.:,. Dual Mode Operation ' 'STANDARD TS-2 FEATURES Operates as a 16 channel unit (Type 16) with 3
inputs per channel (RedlDont Walk, Yellow, Green/Walk), or as a 12 channel unit (Type 12) with 4 inputs per channel (Red, Yellow, Green, Walk) for downward compatibility with TS1-1989
.. Standardized Communications Type 16 real time SDLC communication with the Controller Unit exchanges field input status, Controller Unit output status, fault status, MMU-16 programming,
and time and date, along with a watchdog function for Port 1 activity. Redundant Controller Monitoring Port 1 communications allow the Controller Unit to detect field output failures
(Conflict, Red Fall, etc.) in the event the MMU-16 becomes disabled. Minimum Clearance Monitoring Verifies the Yellow Change interval is at least 2.7 seconds. Also verifies the Yellow
Change plus Red Clearance interval between the end of an active Green and the beginning of the next conflicting Green is at least 2.7 seconds. AC Line Monitoring The MMU is the first
component in the cabinet to sense a power interruption or low AC Line condition and will force the intersection to flash, then restart the Controller Unit, in an orderly manner. Dual
Indication Monitoring EDI ENHANCED FEATURES Detects simultaneous active Green and Yellow, Green and Red, or Yellow and Red inputs on the same channel (Type 12 mode includes Walk). Field
Check Monitoring In Type 16 mode, the MMU-16 analyzes the Controller Unit output commands and field input status during a fault condition to isolate whether the problem was caused by
a Controller Unit malfunction, or a failure in the load bay or field wiring. Secondary Messaging MMU-16 Secondary Messaging option provides extended Fault and Diagnostic status to the
Controller Unit. EBERLE DESIGN INC. 3819 E. LaSALLE STREET PHOENIX, ARIZONA 85040 
::PEEK PS100 TRAFFI-C NEMATS2 Cabinet Power Supply TS2 cabinet power supply source Regulated 12 VDC and 24 VDC voltages rated at 2,0 Amps 12 VAC, voltage with 0,25 Amp current capability
• 60 Hz line frequency reference output Each voltage output fused and has own LED indicator • Front panel test paints complete with binding posts Rack and shelf mounted for modularity
and interchangeability Compliant with NEMA TS2-1992 The Peek Traffic TS2 NEMA PS100 is a rack or shelf mounted power supply unit that provides all regulated DC and AC voltages for all
Bus Interrace Units (BIU), load switches, and detectors for a TS2 Type 1 cabinet assembly_ Other auxiliary equipment, requiring the same voltages, that may be present within the terminal
facilities can atso be operated from the PSI 00 power supply_ The power supply is a requirement of the TS2 standard for all Type 1 cabinets, Its primary function is to provide the 12
VDC, 24 VDC, 12 VAC outputs and line frequency reference within the TS2 cabinets, The TS2 Type 2 Controller interrace can provide the required 24VDC oUlput from the controller unit,
rated al 500 milliamps, rendering the use of a PS100 power supply optional lor this type of cabinet assembly, The construction and design of Ihe unil facilitates ease of access to all
major components, The front panel test pOints, complete with binding posts, and the power supply MS connector are lenninated to the power supply circuit board via easy access Molex type
edge connectors, The chassis is constructed of anodized aluminum that is finished with an attractive and durable coating, The flexibility of the Peek Traffic PS100 power supply allows
for cabinet expansion, enhances reliability and provides a superior power supply Interrace with Peek T raffle or other manufacturers' TS2 cabinets. DistriIndetlby: PA&lDIGM Tr.dIie Systems,
􀁉􀁲􀀮􀁾􀀮􀀠 P.O.Boxl4509 FortWortb, 'IX 76117-0509 817-831·9406 rx: 817-831·9407 
Specifications Electrical Outputs Power Supply Inputs and Outputs Test Points Dimensions Temperature Weight Power ) Four outputs listed below meet the electrical requirements as referenced
In Section 5.3.5.2 of the NEMA TS2-1992 Standard. 12 VOC rated 312 Amps 24 VOC rated 312 Amps 12 VAC rated alO.25Amps eoHz Timing Aeference The power supply connector located on the front panel has 3 metallic shell which Js connected to the chassis ground and mate. with an MS310e-IS-ISW cable connector
or equivafent. Pin Assignments shall be as follows: fin FuncHoa A AC Neulral B Une Frequency Aeference C AC Une o +12 VDC E _+24 VDC F Reserved G logic Giound H Earth Ground I 12VAC
.. J _,.,' Reserved 11 􀁾􀀻􀀮􀀠",: "Over cunent protection Is provided on the front panel for the AC line power and all output vollages along with LED indicators to indicate the pre.ence
of vol!age. Binding pos! te.t peinls are provided for all output voltages 5.125-H x MS" W x7.7'Z' D (130 mm H x 170 mm W x 196 rnm D) -30"F to +165"F (-34"C \0 0 +74'C) la_Sib. (4.76kg)
-S910 135 VAC, lA Ordering lnformatk DescripUon Cabinet Power SUpPly Module Cabinet Power Supply with Housing TS2 Power Supply Rack Unll Catalog Number PSIOO PS101 6917 ( Peek Trafllo-Transyt
3000 Commonwealth Boulevard• PEEK Tallahassee, Florid. 32;303T R A-F·F l C Tel: (904) 562-2253 Fax: (904) 562-4126PfHK 􀁔􀁲􀁡􀀺􀁭􀁥􀁾tho right IQ aJtsr.anyol N 􀁥􀁯􀁮􀀬􀁲􀀮􀁴􀁦􀁬􀁾􀁾􀂫􀀠puOII$htId
tfldrnbIJ d&Ia 􀁾IIIfInf(o at Jlt1y IfnM Wlf1kIut 1'Odce. 12/96 
9" BLACK-AND-w:Hr. , KM-9VIDEO MONITOR The KM-9 is a high-performance black-and-white video monitor for use in security applications. The monitor delivers crisp, detailed images from
most video sources. The monitor has a looping output, which allows for 􀁴􀁨􀁾􀀧¥i:@.Q_sigrial to be used with other ,equipment. An optional rack-mount kit enables the user to mount one
or two monitors side by side in a standard 19" rack-mount console. Ultrak offers its limited 2-year warranty on the KM-9. KM-9 •• : FEATURES • 90' deflection-angle picture tube • >800
lines of resolution •Video input/output terminals for loop through • Low geometric distortion I·• Metal cabinet • Front panel controls • Low power consumption • UL and CSA listed • FCC
and FDA approved ULTiMI< 
• • • • KM-9 TECHNICAL SPECIFICATIONS ELECTRICAL Horizontal Resoiution >aQO LinIilS at Cerner Video Sandv,iidlt\ . 15 Mhz. Geometric DistOrtion <2'i(;' 􀀮􀁊􀁬􀁊􀁐􀁾􀁓􀁩􀁧􀁮􀁡􀁬􀀠-""n
􀁎􀁔􀁓􀁃􀁏􀀮􀀬􀁓􀀺􀀲􀀮􀁯􀁖􀁐􀀺􀁐􀀧􀀬􀀬􀁾􀀧􀁾􀀮􀂷􀂷􀀠􀁫􀁩􀁐􀀼􀀡􀁬􀁉􀁭􀁾􀀠􀂷􀀻􀁓􀁩􀀡􀁬􀁥􀁩􀁓􀁴􀁡􀁢􀁬􀁥􀀷􀁾􀀶􀁨􀁲􀁲􀁶􀁈􀁊􀀮􀀮􀁚􀁌􀁏􀁏􀁦􀁩􀁬􀁩􀁩􀀹􀀠PQ\(;er 􀁾􀁴􀁳. AC 12OVi.:10%;OOHZ:l:1%
'" .', PoWer Consumption2,7W Ma:anUm . MECHANICAL CRT Screen SIze 1& 􀁾􀁓􀁣􀁲􀁥􀁥􀁮Size 9" Front Controls: H-Hoid V-Hold 􀁂􀁮􀁜􀁬􀁨􀀡􀀻􀁾􀀺􀀺􀀨􀁒􀁯􀁴􀁡􀁲􀁹􀀠Contrast 'Power (Rotary 1<lIOb)
(Rotary Knob) Knob) ":(f1otary Knob) (Switch wlLED Indicator) Rear Controls: Video In Video Out (BNC) @NC) Dimensions See Drawings Weight 12.1 Lbs. GENERAL Ambient Temperature -l(}C
-􀁾􀀵􀀰􀀧􀁃􀀠(14"1' -122'F) Ambient Humidity 10% -00% (Non-Condensing) Accessories SD9RM-55 Single or Dual 19" Rack-mount for 9' ______________􀁾􀁭􀀽􀁾􀁯􀁾􀁲___________________ Design
and specifications SUbject to change without notice. KM-9 TOP FRONT ' sloe BACK • 1JD: • L-8.6' I 1_9' , I (220n1m)--' '---(229mm)l BOTTOM 􀁭􀁾􀁾􀁉􀁾􀁾􀀺􀂧􀀫􀀮􀁭􀀠􀀻􀁦􀀺􀀺􀁾􀁷􀀥􀁧􀀱􀁲􀁴􀀺􀁾􀁾􀀻􀀠BACK
DETAIL IN 􀁾􀀠'lUI00 ..-r FRONT CONTROLS eo"""",!c", ,. =25.4 mm NATIONAL ACCOUNTSULTiUU( FOAM 0SS2 REV. 4196 1220 Champion Cirde #100 • Carrollton. IX 75006 (8001 846-5550 For Local
Sales Rep (8001 796-2288 For Corporate OffICe FAX (214) 280-9673 
TRAFFIC -.'. Third-generatlon',;;file6 vehlcle detection 􀁾True "wide-area" detection via full-scene tracking Proven tracking-based algorithms MuHiresolution Digital Signal processing
3U VME open architecture platform Built-in image stabilization Retrofit with existing monochrome or color CCD cameras Automatic field of view realignment for pan/tilt camera interface
Shadow removal prevents false detections Tracks occluded vehicles providing .enhanced count accuracy . Compatible w/NEMA, TS1fTS2, Type 170/179, and ATC controllers Provides an affordable
above-ground alternative for accurate cietection Offers 128 vehicle detectorfincident detection outputs .. • Provides up to 256 detection zones • Allows 8 video inputs, 2 surveillance
video inputs and 2 muxed video outputs • User-friendly setup and interface 􀁗􀁩􀁮􀁤􀁯􀁷􀁳􀁾􀀠software Does not require ex1ensive setup computers-will work with notebooks!laptops I VideoTrak™-900
The Peek Vision Systems (PVS) VideoTrak--900 􀁖􀁩􀁤􀁥􀁯􀁔􀁲􀁡􀁫􀁾􀂷􀀹􀀰􀀰􀀠is engineered as the next generation detection standard. It provides solutions to the problems associated with
below g.round detection technology. It provides for complete intersection detection, automatic incident detection, freeway detection/management, freeway ramp control, vehicle counting/classification,
collection of traffic statistics, turning movement analysis, wrong way detection, enforcement, queue length analysis and x-y coordinates of critical inCidents in real-time. 􀁖􀁩􀁤􀁥􀁯􀁔􀁲􀁡􀁫􀁾􀀭􀀹􀀰
􀀰􀀠is the result of the integration of field-proven video image processing teChnology, developed and tested by David Sarnoff Research Center, into an open architecture VME platform
which promotes interface with advanced traffic management systems. Sarnoff is recognized as a world leader in the development of color television, digital video compression and infrared
imaging. Sarnoff's patented multiresolution Pyramid processor analyzes the maximum amount of realtime video information ·on changing traffic conditions and the environment, which may
affect visibility and proper camera operation. Fail-safe video loop diagnostics and tracking-based algorithms eliminate missed vehicle detections and false detector actuations common
in previous generation trip-line video vehicle detection systems. Remote or on-site display of the traffic scene provides visual verification of detection accuracy. Video transmission
is possible over standard telephone lines with special video compression software, or via low-power microwave. 􀁖􀁩􀁤􀁥􀁯􀁔􀁲􀁡􀁫􀁾900 offers affordable, robust and user friendly video
vehicle tracking for a variety of traffic management applications, designed to meet the global needs of the traffiC engineer. 
, , PVS 􀁖􀁩􀁤􀁥􀁯􀁔􀁲􀁡􀁫􀁾􀀭􀀹􀀰􀀰􀀠Functionality The video tracking system will accommodate up to 8 standard monochrome or color CCD cameras, in RS-HO, NTSC, CCIR, PAL, or SECAM fonnats.
Accurate vehicle tracking and presence detection during such environmental conditions as darkness, rain, reflections, snow, fog, blowing dust, lightning and wind is provided by VideoTrakN·900,
Incorporating specialized shadow removal, image stabilization and automatic field of view gain and realignment algorithms, the system is capable of 32 zones of 􀁤􀁾􀁥􀁣􀁴􀁩􀁯􀁮􀀠per
camera. Detection zOnes'may be anysize!\od 'pl'ace,d anywhere on the computer screen, wliicndisplays, atlttffic video image.-' Detection: Zorje 􀀤􀁩􀁾􀁩􀀱􀁾􀁴􀁬􀁩􀀺􀁓􀀠These ,traffic
'i,t,ati$tics are typically stored in 5-minute intervals for 􀁾􀁰􀀬􀀠to 2 days. Other user selectable data collection intervals are 10,20, or 30 seconds and I, la, IS, 30 or 60 minutes,
Selection of the SO-minute logging interval wm permit 'the storage of traffic data for up to 10 days. Real-time per vehicle records are available when connected to the setup computer
either at a remote location or on-site. Vehicle classification by length is available in 5 user-selectable Classification bins, • VolUme/counts (if. of vehicles) • Lane Occupancy (%lirlii:iane
is'occupied) • Speed (avg, speed in mphlkph) • Density (avg, density..volume/speed) • Headway (avg. headway in seconds) • Langlh (avg. veh. length in ftlmeters) • Delay (avg. delay in
seconds) Incident Detection Statistics In addition to the detection zone statistics, any of a camera's 32 zones can be configured for automatic incident detection and output. The following
incidents can be monitored, • Vehicle presence for 'n' seccnds or minutes • Vehicle speed (under/over selected speed) • Wrong way detection • Queue length exceeded • Red traffic signal
runners • Monitoring of lane changes • User-<!efined incident Configuration ReqJirements VldeoTrakN-900 Is quickly and easily configured for complete intersection or roadway detection
and can replace existing detection devices. Small CCD video came res may be positioned at the corners of an intersection on a signal pole, or mounted on a traffic signal mast ann' or
other existing structure. Only power and video ccnneclions are required for each camera, and wireless video transmission to remote locations is available via low-power microwave. Standard
notebookllaptop computers may be used for detection zone 'setup and viewing of detector acu1ittions within Ihe traffic scene. Separate 'supervisor computers' and 􀁾􀁰􀁥􀁣􀁩􀁡􀁬􀀠video
monitors are not reQUired wilh VldeoTrak-900. Installation and Support A detailed site survey by a Peek Traffic representative is conducted prior to the deployment of 􀁖􀁩􀁤􀁥􀁯􀁔􀁲􀁡􀁫􀁾􀀭􀀹􀀰􀀰􀀮􀀠
The survey will ensure that the choice of camera locations, optics, and data/video interconnect is appropriate for the application. Technical support for all Peek Vision Systems products
is immediately available worldwide. One Year LimitedWarranty , Peek Traffic Traffic .warrarits this produ¢t against manufacturing defects ,in mateii?ls,.';lOd 􀁙􀁬􀁃􀁬􀁲􀁊􀀼􀁩􀁮􀁡􀁮􀁳􀁾􀁩􀁰􀀠fo(
ore year from date of shipmenHrOin 􀁴􀁨􀁥􀀻􀁦􀁬􀁥􀀡􀀬􀁾􀀠Ttatlic 􀁾􀁣􀁴􀁏􀁲􀁹􀀻􀀠St!ecific , contracts and reg!o'1a! 􀁉􀁾!;ii1y vary,or alter,lheSa·tllrmS. Peek Traffic pradu,cIS' are
protected by Orie or !'lOre U.S. and international patents. ' " ( 􀁾􀀱􀁉􀀮􀁲􀀮􀀠-PAllA.Oft"""'1DIIic8)lIUiiiuso Inc. P.o.:a.2A5OJ FortWorill,'IX 76.U1-0509 817-831-9406 &:811-831-!>407
Peek Trafflc-Transyt 3000 Commonwealth eculevard PEEK 􀁔􀁾􀁾􀁾􀀬􀁆􀁫􀁭􀁤􀁡􀀳􀀲􀀳􀀰􀀳􀀠Tel: (904) 562-2253 Fax: (904) 562·4126 
TC.590 Series High Resolution CCO Cameras • 1/3-inch Format CCO Imager • High Resolution • Enhanced 􀁓􀁾􀁾􀁳􀁩􀁴􀁩􀁶􀁩􀁴􀁹􀀠• Backlight Compensation ®• LensFlex Technology • Automatic
Shutter The JCS90 Series are high resolution. 1/3-inch image format CCO cameras. designed for professional video 'surveillance systems.. '. G.Qnte:mporary styling and concealed controls
andW;;.tiiese compact cameras to blend naturally into the rriostmodern installation sites. The TC5S0 Series features LensFlex technology including automatic shutter. The LensFlex feature
allows the TCSSO to support the use of standard auto-iris and DC-controlled iris lenses for enhanced depth-of-field in addition to manual and fixed lenses. The wide range 01 lenses available
for the TCS90 make it the most versatile camera for many applications. Incorporating the latest in CCO technology. these cameras include backlight compensation and provide detailed video
without lag. image retention, or geometric distortion. These features, combined with low power consumption, impressive sensitivity '. and a wide environmental operating range, make the
TCS90 Series cameras an excellent choice for economical surveillance system applications. Specifications Electrical .. Model No. Rated Voltage Voltage Range NomInal Power' Sync TC591'
120VAC. 60 Hz 105 to 1:32 SW EIARS-170 TC592' 24VAC,60 Hz 21 to 28 aw EIA RS-170 TC595 12VDC . 10.8 to 18 6W EIAR3-110 􀁔􀁃􀀵􀀹􀀴􀁾􀀠220-240 VAC, 50 Hz 198 to 264 6W CCIR TC592X' 24VAC,
50Hz 21 to 28 SW CCIR TC595X 12VOC 10.8 to 18 aw CCIR 1. At rated voltage. 2. DOUBLE INSULATED. 3. lnciudes intemal isolation transformer. Imager: Interline transfer CCO; 1/3-inch image
fomnal Active Picture Elements: E1A RS-170 Models: 768 H x 494 V. CCIR Models: 752 H x 582 V. Typical Spectral Response of Imager: 1 /1 􀁾􀀠I so J \ i '" /1'\ 170 I \. •.., f \ !"" t\.
I """" "I . i 1 i I i , 􀁾􀁉􀀠10 0 1"---1 1000 Wavelength 􀁾􀀠om 􀁾􀀹􀀤􀀰􀀵􀀰􀀱􀁏􀁁􀀮􀁅􀀠Horizontal Resolution: ElA R8-170 Models: 5801VL. CCIR Models: 5651VL Sensitivity (2856 1<):
j.. Usable Full Pletu.... Video :' Scene i1h.mination1 fe 0.012 0.08 Ix 0.12 0.8 = Imager IDumlnaUon fe 0.0015 0.01 Ix 0.Q15 0.1 1. fll.2lens•.75% highlight reflectance. 􀁾􀀱􀀱􀀮􀁆pA.RADJ'fliiH
JndIIc􀁾􀁓􀀬􀁮􀁬􀁳􀁴􀁥􀁭􀁳􀀮􀁢􀁉􀀡􀁭􀁉􀀠Inc. P. O. Bos 145O!) Fort Worth, 1'X 76117-«509 817-831.94O(j, fs: 817-831-9407 
. . TC.S90 Series High Resolution CCD Cameras • 1f3-inch Format CCD Imager • High Resolution • Enhanced 􀁓􀁾􀀡􀁬􀁳􀁪􀁴􀁩􀁶􀁩􀁴􀁹􀀠• Backlight Compensation • LensFlex® Technology • Automatic
Shutter ,® 􀁾􀀠CE The :rC5S0 Series are high resolution, 1/3-inch image format CCO cameras, designed for professional video 'surveillance systems,.. C.ontemporary styfing and concealed
controls 􀁡􀁬􀁬􀁯􀁗􀁾􀁾􀁴􀁨􀁥􀁳􀁥􀀠compact cameras to blend naturally into the niost'modern installation sites. The TC5S0 Series features LensFlex technology Including automatic shutter.
The LensFlex feature allows the TCSSO to support the use of standard auto-iris and OC-controlied iris lenses for enhanced depth-of-field in addition to manual and fixed lenses. The wide
range at lenses available for the TCSSO make it the most versatile camera for many applications. Incorporating the latest in CCO technology, these cameras include backlight compensation
and provide detailed video without lag, image retention, or geometric distortion. These features, combined with low power consumption. impressive sensitivity .and a wide environmental
operating range, make the TC590 Series cameras an excellent choice for economical surveillance system applications.' Specifications Electrical ...' . Model Rated . Voliage Nomlri.i 'Sync"
No. Voltage ; q. Power1" Ra!1!1e TC591' 120 VAC.60.Hz 􀀱􀁾􀀱􀁯􀀠132 6W !,IA RS-17G TC59T 24VAC.60Hz 21 to 28 6W ElARS-170 TC595 􀁾􀀲􀁖􀁏􀁃􀀠. 10.8 to 18 6W !:lARS-WO 􀁔􀁃􀀵􀀡􀁬􀀴􀁘􀁾􀀠2:W-240
VAC, 50 Hz 198 to 264 6W CCIR TC592X' 24VAC, 50 Hz 21 to 28 6W CCIR TCS95X 12VDC 10.81018 6W CCIR 1. Jll rated voltage. 2. eOU6LE INSUtATED. 3. Includes internal isolation transformer.
Imager: Interline transfer CCO; 1/3-inch image formal Active Picture Elements: EIA RS-170 Models; 768 H x 494 V. CCIR Models: 752 H x 582 V. Typical Spectral Response of Imager: 1 /􀁾􀀠90
I \ .., 1\ II70 I \ !"" \.. , i "" 30 '-i i "'" 10 o 􀀧􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀮􀀮􀁌􀀮􀁾􀀠.L............ I I ! ! i ! i '------l 1000 Wavelength 􀁾􀀠om Horizontal Resolution: EIA RS-170 Models:
580 TVL CCIR Models: 56S1VL Sensitivity (2856K): Usable Full Plcttlre VIdeo Scene illumination 1 Ie 0.012 0.08 Ix 0.12 0.8 Imager Dlum'ination Ie 0.0015 0.01 Ix 0.015 0.1 1. !l1.2lens,
,75% highHghl refleetance. 􀁾􀀱􀁱􀀺pAll.AlH6/lE J'nIIic Systuw, Inc:. P. O. BcD: 14509 FortWorth, 1'X 76117-0509 817-831-9406 tic 817-831-9407 
•• r , , •PEEK TRAFFIC Peek Vision Systems' VideoTrak..900"'" DisIri/Jrd4dby:pARAlJ.l&lf Traffic Systems, Ii:;:' P.o.BoxI4500 FortWords,"EX '16117-0509. 817-831-9406 h: 817-831-9407
I The World's Foremost Traffic Management Company 
... VideoTrak-900-is engineered as the next generation detection standard. It provides solutions to the problems associated with below ground technology all the while giving transportation
professionals the full and varied functionality required of our demanding applications and environment, with a higher degree of accuracy. It offers true 'wide area" detection via full
scene tracking of any vehicle type along with pedestrians. It provides for complete intersection detection, automatic incident detection,freeway detection/management, freeway ramp control,
vehicle counting/classification, collection of traffic statistics, turning movement analysis, wrong way detection, enforcement, queue length analysis and x-y coordinates of critical
incidents in real-time. VideoTrak-900-is the result of integration of field-proven video image processing technology, developed and tested by David Sarnoff Research Center, into an open
architecture VME platform which promotes interface with advanced traffic management systems. systems. Sarnoff is recognized as a world leader in the development of color television,
digital video, video compression and infrared imaging. Sarnoff's multiresolution Pyramid processor analyzes the maximum amount of real-time video information on changing traffic conditions
and the environment which may affect visibility and proper camera operation. Fail-safe video diagnostics and tracking-based algorithms eliminate missed vehicle detections and false detector
actuations common in previous generation trip-line video vehicle detection systems. Remote or on-site display of the traffic scene provides visual verification of detection accuracy.
VideoTrak-900-offers affordable, robust, and user-friendly video vehicle tracking for a variety of traffic management applications, designed to meet the global needs of the traffic engineer.
􀀮􀁾􀀠• Third-generation video vehicle detection • True 'wide-area" detection via fullscene tracking • Prayeri􀂷􀀮􀁴􀁲􀁡􀀼􀁩􀁒􀁩􀁦􀁬􀁧􀁾􀁢􀁡􀁳􀁥􀁤􀀠algorithms • MultkesolutionD,gital
Signal Processors :". ,":'. .... " • .3U VME open architecture platform '. Built-in image stabilization • Retrofit with existing monochrome or color CeD cameras • Automatic field of
view realignment for pan/tilt camera interface • Shadow removal prevents false detections • Tracks·occluded vehicles providing enhanced count accuracy • Compatible wINEMA TS1{TS2, Type
170/179, and ATC controllers • Provides an affordable aboveground alternative for accurate detection • Offers 128 vehicle detector/incident detection outputs • Provides up to 256 detection
zones • Allows 8 video inputs, 2 surveillance video inputs and 2 muxed video outputs • User-friendly setup and interface software • Does not require extensive setup ..... computerS-Will
work with ..... notebooksliaptops 
• ... t , , PVS VideoTrak-900-Functionality The video tracking system will accommodate up to 8 standard monochrome or color CCD cameras, in RS-170, NTSC, CCIR, PAL or SECAM formats.
Accurate vehicle tracking and presence detection during such environmental conditions as darkness, rain, reflections, snow, fog, blowing dust, lightning and wind is provided by 􀁖􀁩􀁤􀁥􀁯􀁔􀁲􀁡􀁫􀀭􀀹
􀀰􀀰􀁾􀀮􀀠Incorporating specialized shadow removal, image stabilization and • automatlc field of view gain and realignment algorithms, the system is capable of 32 zones of detection
per camera. Detection zones may be any size and placed anywhere on the cqmputer screen, which displays a traffic video image. Detection Zone Statistics These traffic statistics are typically
stored in 5-minute intervals for up to 2 days. Other user selectable data collection intervals are 10, 2O,or 30 seconds and 1, 10, 15.30 or 60 minutes. Selection of the 60-minute logging
intervaf will permit the storage pf t,affic data lor up to 10 days. Real-time per per 􀁶􀁥􀁨􀁩􀁤􀁬􀁥􀁻􀁾􀁥􀁲􀁤􀁳􀀠are available when connected to the setup cO'mputer either at a remote
location or on-site. Vehicle classification by length is available in 5 user-selectable classification bins. o Volume/counts (# 01 vehicles) • Lane Occupancy (% time lane is occupied)
• Speed (avg. speed in mph/kph) • Density (avg. density=volume/speed) • Headway (avg. headway in seconds) o Length (avg. veh. .Iength in ft!meters) o Delay (avg. delay'in seconds) Incident
Detection Statistics In addition to the dejection zone statistiCS, any of a camera's 32 zones can be configured fer automatic incident detection and output. The follOWing incidents can
be monitored. • Vehicle presence for 'n' seconds or minutes • Vehicle speed (under/over selected speed) • Wrong way deteqtlon .. , Configuration Requirements 􀁖􀁩􀁤􀁥􀁯􀁔􀁲􀁡􀁫􀀭􀀹􀀰􀀰􀁾􀀠is
qu'ickly and easily configured for complete intersection or roadway detection and can replace existing detection devices. Small CCD video cameras may be positioned at the the COrners
of an intersection on a signal pole, or mounted on a traffic signal mast arm or other existing structure. Only power and video connections are required for each camera, and wireless
video transmission from remote locations is available via low-power microwave. Standard notebook/laptop computers may be used for detection zone setup and viewing 01 detector actuations
within the traffic scene. Separate 'supervisor computers" and special video monitors are not reQujred with VideoTrak-900*. Installation and Support A detailed site survey by a7 certified
Peek Traffic representative is conducted prior to the deployment of 􀁖􀁩􀁤􀁥􀁯􀁔􀁲􀁡􀁫􀀭􀀹􀀰􀀰􀁾􀀮􀀠The survey will _ ensure that the choice of Cainera locations, optics, -and data/video
interconnect is appropriate for the application. Technical support for all Peek Vision Systems products is immediately available worldwide. One Year Limited Warranty Peek Traffic warrants
this product against -manufacturing defects in materials and workmanship for one one year from date of shipment from the Peek Traffic factory. Specific contracts and regional laws may
vary or alter these terms. Peek Traffic products are protected by one or more U.S. and international patents. 
__ , , , Confidence Through Service Conforming with international quality standards for design, manufacture and installation, Peek Traffic products offer reliable performance in demanding
user environments, To ensure peak performance over the long term, Peek Traffic offers comprehensive after sales support for its products through aTully trained staff of support personnel
providing insl<illati<;)n, training and • • J.", Peek Traffic is an international electronics company dedicated to traffic and field data systems, Peek Traffic is active in North and
South America, Europe and Asia. with sales in more than fifty countries worldwide. Peek subsidiaries specialize in '. applying established technology to data sensing, computing, and
communication to provide solutions in the areas of traffic and transport. rugged portable data systems. measurement. and monitoring, Peek's customers Include a broad range of industrial
and commercial companies and public agencies. ,';..' Peek T raffle reserves the n'ght Peek TnlfIic· T/QIISytCotp. 􀀳􀀨􀀩􀀨􀁊􀁴􀀩􀁾􀀠to alter any ofth6 Ccf'T1P<3ny's products or pubfished
technIcal T_. FIorid.32303 .-=PEEKdata fe/aling thereto at atly time Tel. 9()4.562,2253 without notice. Fax. 904-562-4126 TRAFFIC 
)HUIlTZOLlARS Huitt-Zollars, Inc. /3131 MCKinney Avenue/Suite GOO I LB 105/Dallas, Texas 75204-2489/214/871·3311 ! FAX 214{871-O757 September 1, 1998 Mr. Jim Pierce, P.E. Town ofAddison
Public Works and Engineering 16801 Westgrove Addison, TX 75001 Re: Arapaho Road Signal Submittal Dear Mr. Pierce: Enclosed are eight original submittal sheets for the signal equipment
and pole design proposed on Arapaho Road. We have reviewed the content of this submittal, and the equipment submitted appears to correspond with the bid items requested. The Town of
Addison Traffic Department should review this submittal for compliance with the more detailed specifications of this equipment. Sincerely, HUIIT-ZOLLARS, INC. 􀁪􀀩􀁾􀀴􀁣􀁊􀁤􀀭Donna Manhart,
P.E. Vice President Enclosure cc: Robert Weber H :\projlOlI7720 1 \ip090 I.doc Dallas I Fort Worth! Houston I EI Paso I Phoenix/Tustin! OntariO! Albuquerque! Seattle I Tacoma 
· HUITIZOLlARS Hultt-ZoHars, Inc. 13131 McKinney Avenue I Suite 600 f L8 105! Dallas, Texas 75204·24S9/214/S71-33t1{ FAX 214/671-0757 􀁲􀁾􀀭􀀭􀀧􀀠iI September 1, 1998 Mr. Jim Pier ,P.E.
Town of ddison Publi orks and Engineering 1 I Westgrove ddison, TX 7500 I Re: Arapaho Road Signal Submittal Dear Mr. Pierce: Enclosed are eight original submittal sheets for the signal
equipment and pole design proposed on Arapaho Road. We have reviewed the content of this submittal, and the equipment submitted appears to correspond with the bid items requested. The
Town of Addison Traffic Department should review this submittilJ for compliance with the more detailed specifications of this equipment Sincerely, Phone # Fax' "41'-1Fax. Enclosure cc:
Robert Weber 􀁈􀀺􀁬􀁰􀁲􀁯􀁪􀁜􀁏􀁉􀀱􀀷􀀷􀀲􀀰􀀱􀁾􀁰􀀰􀀹􀀰􀁌􀁤􀁯􀀼􀀠Oanas I Fort worth JHouslon I EI Paso I Phoenix I Tustin I On!arto I Albuquerque I Seattle I Tacoma 
6473 SIERRA LANE DUBUN. CA 94568 PHONE (510) 828-2375 MANUAL SS5-S6 SWITCHPAC Distributedby: PARADIGM Traffic Systems, lE::. P. o. Box 14509 FortWorth, TX 76117-0509 ] 817-831-94OIi
IX: 817-831-9407 
--------------------------DESCRIPTION: The poe Hodel 􀁓􀁓􀁓􀁾􀁥􀀶􀀠Solid State Swithpctc is a tri-pack 􀁳􀁯􀁬􀁩􀁤􀂷􀁾􀁴􀁡􀁴􀁥􀀠relay package designed specifically for the Traffic Control
Industry. This unit meets NEMA .Specification 􀁔􀁓􀁬􀀭􀁬􀁾􀁓􀁊􀀬􀀠Section 5, as well as the California Department ot iransportation -Hodel 􀀲􀀰􀀰􀁾􀀠􀁳􀁰􀁥􀁣􀁩􀁴􀁩􀁣􀁡􀁴􀁩􀁯􀁮􀁳􀁾􀀠Each
switch will turn its Tated load ON or OFF 􀁾􀁩􀁴􀁨􀁩􀁮􀀠10 degrees of the first zero crossover point, and within 5 degrees on suceeding alternations randomly timed input command signal.
The electronics are enclosed in a dust 􀀧􀁲􀁥􀁳􀁩􀁳􀁴􀁡􀁮􀁴􀁾􀀠metal enclosure providing mechanical protection and excellent heatsinking for the heat generatin9 components in the circuit.
All external metal parts are made of anodized alurttinum to prevent corrosion. The electronic components are all easily accessable by removing the cover with a 􀁓􀁣􀁲􀁥􀁷􀁤􀁲􀁾􀁶􀁥􀁲􀀮􀀠INSTALLATION:
The switchpac intermates witt. any stc'3.ndard NEMA loadbay or with the Model 332 cabinet output file. It is easily installed or removed by grasping the the extruded handle. 􀁃􀁯􀁮􀁮􀁥􀁣􀁴􀁯􀁾􀀠pinou
ts are shown in FIG. 1. The connectOr mates with a Cinct. Jones # 5-2412 OSB or equivalent. PIN FUNCTION 1 +115 VAC, 60 HZ :2 11 2 CHASSIS GROUND 􀁾􀀠A OUTPUT (REO, 􀁏􀁏􀁎􀁾􀀷􀀠WALK)
'4 J: SPARE: ,; " :B OUTPUT (VEL) ,6 0 5' 6 A INPUT (RED. DOWT WALK) 7 C OUTPUT (GRN, WALK) '8 7' 8 B INPUT (VELl 9 +;2:;4 VOC : 10 91 HI C INPUT {GRN, WAL.t\} 0 11 SPARE :12 tIl 12
SPARE FIG 1. i• GENERAL CHARACTERISTICS, LOAD 􀁶􀁯􀁬􀁴􀁡􀁧􀁥􀀮􀁾􀀠•• 􀁾􀁾􀀮􀁾􀀠•.•• 􀁾􀀮􀁾􀁾􀀠•• 120 VAC c:urrQnt(max) •••• 􀁾􀀠•.• 􀁾􀀠•••• 15.0 AMPS {tungsten 􀁴􀁾􀁬􀁡􀁦􀁲􀀬􀁥􀁮􀁴􀀠load}
CONTROL. SIGNAL voitage•••••. 􀀺􀀮􀁾􀁾􀀠.........+24·VDC current••••••••••••••••••20 MA MAX SWITCHlNG 1st alternation after•••• + 10 degrees of line voltage 5igri'al is applied ;ero
crossover pOlnt 􀁾􀁵􀁣􀁣􀀺􀁥􀁤􀁩􀁮􀁧􀀠alternations••• t 5 degrees of line voltage 􀁾􀁥􀁲􀁯􀀠crossover point OFF STATE 􀁤􀁜􀀨􀀯􀁤􀁴􀀢􀁾􀀠............. " ...... " ...... 􀁾􀀠... 10121
V per microsecond line to lo.ad resistarg::e... 15 K OHMS MIN leakape current••••• 􀁾􀀺􀁾􀀠... less than 2121 MA ISOLATION 􀁶􀁯􀁬􀁴􀁡􀁧􀁥􀁾􀂷􀁟􀂷.................2500 VDC MIN 􀁲􀁥􀁳􀁾􀀵􀁴􀁡􀁮􀁣􀁥....
...... _....... &10 MEG OHMS MIN SURG" CURRENT one 􀁣􀁹􀁣􀁬􀁥􀀮􀁾􀁾􀀠•• _...........175 AMPS RHS MIN one sec:on'd............ " .. '" .......... 40 AMPS RMS MIN LIFE operations••• 􀁾􀀠............30
MILLION MIN . ME CHANI CAL length..............................9.4 INCHES width•••••••••••••••••••• l.7 INCHES he'ght••••••••••••••.•••• 4.185 INCH"S weight...................... l.135
LES GUARANTEE, The Loadswitch is fully guaranteed against all failures due to IDanufactur1ng defects tor TWO YEARS. 
ADJUSTMENTS, The swi tChpac h.. 􀀭􀁾􀁯􀀠adjustment controls. THEORY OF OPERATION, GENERAL -The switchpac is an AC zero voltage switch which can be broken down into three (3) seperate
functions. The functions are illustrated in FIG 􀀲􀁾􀀠ISOLATION +24VDC--: INPUT :---l & :---! OUTPUT :-------------LINE ZERO --0 0--: CIRCUIT :---: VOLTAGE l---: CIRCUIT :---: :---NEUTRAL
I SWITCH : LOAD: "'--FIG 2. INPUT -The input circuit is analogus ta the coil of an electromechanical relay. CRl is a reverse voltage protection diode. CR2. CR3, CR4, RI, R5 , & R10 provide
the proper voltage range far switch turn 􀁯􀁮􀁾􀀠ISOLATION & ZERO VOLTAGE SWITCH -Isolation and zero voltage switching is performed by: ICI, IC2, & Ie3 which are optically isolated zero
voltage turn on triacs. OUTPUT The ·output circuit consists. of a triac and the-load circuit. The triac is a. simple bi-directional switch whose on 􀁾􀀠off 􀁳􀁴􀁡􀁴􀁾􀀠is controlled
􀁢􀁾􀀠the 􀁾􀁥􀁲􀁯􀀠voltage switch circuit_ 􀁾􀀬􀁾􀀠-. DETAILED DESCRIPTION OF CIRCUIT OPERATION, See above -Theory ot 􀁏􀁰􀁥􀁲􀁾􀁴􀁩􀁯􀁮􀀮􀂷􀀠MAINTENANCE.: If the switchpac does not
function properly, follow outline 1 and II to isolate the 􀁰􀁲􀁯􀁢􀁬􀁥􀁲􀁴􀀬􀁾􀀠 I. Perform the following preliminary checks: A. Check for 115 VAC and 24 VOC at the lnput of the stllitchpac.
B. ·Check the control signal input circuit (which is part of the traffic control system.) 􀁣􀁾􀀠Check 􀁳􀁷􀁩􀁴􀁾􀁨􀁰􀁡􀁣􀀠wiring external to Pl. D. Check for burned o ...tt load lamp.
E. Check for broken cOIi'!ponent leads inside t.:"le swi ter-cac. II. If steps A. thru E. of outline 1 are normal, the problelTl is with].n the switchpac. Select either problem 1 or
2 depending on the fault condition present. For e>:ample purposes, tha isolatlon procedures sholA.'n in problert! 1 assumeS. tt,at the load A sectior. of the switcrlpac is fault!::!
A. ProblemL Switchpac stays on all ·01' 􀁾􀁨􀁥􀀠titTle. even in 􀁴􀁨􀁾􀀠absence ot a 􀁾􀁯􀁮􀁴􀁲􀁯􀁬􀀠signal. Probable 􀁃􀁡􀁵􀁾􀁥􀀭􀂷􀁅􀁩􀁴􀁨􀁥􀀺􀁲􀀺􀀭let or TRI is shorted. Isolation Procedure-Remove
ODe 􀁳􀁩􀁾􀁥􀀠at R3.. If slJ.Iitchpac lS still shorted change TR1. If .nott change ICI. 􀁾􀁟􀀠 Problem 2 .. 􀁓􀁾􀁩􀁴􀁣􀁨􀁰􀁡􀁣􀀠does not turn on when sigoal is applied. Probable Cause-II,
CR2t Iei t or TRI is open. If TRl i5 open; R2 would be burnt. Isolation Procedure-L Lift one side of fH and p\,!t ammeter in serieS. Switchpac should draw approximately 20 MA: If current
measures approximately 20 MA, change ICI .. 2. If no current, then jumper CR2. If current flow is oVer 20 MA, change CR2. 􀀳􀁾􀀠Jumper II; if current flow of 213 MA or more.. change
11. 􀀴􀁾􀀠MeaSUre resistance of RI; lf oot 5113 ohms, replace Rl# 
•• 141... T \,!) COl IN91" IlRa lCO+24VOC 9 • Sf "' coMT< TRI O.t \1FAIN 6 ... • Rl G ><Xli(R,OWl 0 M NT' 110 IC2 􀁾􀁾􀀠,6 Nn TR2 '7 0.1 UFBIN 8 ... C2 IT) Q .6 110 ""lV• R'O '" ClTR3"0
0.1 US'...CIN 10 • 􀁾􀁯􀁯􀁶(o,W) "0"" 􀁃􀁈􀁁􀁓􀁓􀁉􀁓􀁾􀀠GND FIG. 3 11 IN153A TLP'5EiIC'.,+'" """ CR,12 Hf15lA TlP56JG+" I AS .80 ,.. IN153A ... n-R' i I 3 AOUT 􀀨􀁒􀁾􀁏􀀢􀀧􀀢􀀠5 BOUT
I') 7 COUT (G,W} J I FIG. 4 5S5-B6 PARTSLIST ITEM QTY DESCRIPTION PDC pIN MFG MFG PIN REF DES 1 1 LABEL, SIN 00043 pDC 00043 2 1 CHASSIS 0021114 PDC 11111121114 3 1 COVER 00206 PDC (21(21206
4 1 BAR TR I AC MTG 00212 pDC 00212, 5 1 LABEL, FRONT PANEL 0121214-1 PDC 1111ll214-1 6 1 P.C. BD FAB 111121237 PDC , 1110237 7 a 3 :3 CAP • I UF 400V I)rODE ZENER IN753A C11l003 CR!lI!lII!!i
􀁾􀁾􀁾􀁾􀁉􀀮􀁾􀁓􀁆􀀠MCI04K4G IN753A Cl 'J2,J CR2,:l,4 9 1111 1 2 ,OIPO,E 􀁓􀁾􀀨􀁩􀀻􀁎􀁾􀁌􀀠U.914, 'SPACER 'S}lo"0D X .171 ID 'x 􀀷􀁪􀁾􀀠LG ,(;R0007 􀁾􀁾􀁩􀀻􀀬􀀠􀁆􀁁􀁉􀁒􀁃􀁈􀁾􀁌􀁄􀀬􀀠........
IN914 .;, ." ...... CRI 11 5 NUT ,KEPS 6-32 􀁾􀁌􀁋􀀠H01il3B 12 4 SCREW PH PAN HD # 5 X 3/B H0040 13 2 SCREW PH PAN HD 6-32 X 3/8 BLK . H012141 14 :3 SCREW PH FILL.HD.6-32.X 15/16 BLK
H0042 15 2 SCREW PH PAN HO 􀀶􀁾􀀳􀀲􀀠x 1 3116 BLK H0043 16 3 OPTO TRIAC IC0023 SHARP S21MD4 lCl,2,3 17 1 CONNECTOR 12 PIN J0002 lIEAU-VERNITRON P5412-S Jl IB :3 L.E.O. CLEAR REO LD0004
G.I. MV5020 11,2, ::s 19 3 RESISTOR 6B0 OHM 1/2W R0004 DALE Ri, 5) 9 2111 3 RESISTOR 2.2K 1/4W R0010 DALE R2,b,10 21 2 RESISTOR 0 OHM R0052 DALE R3,7 21 3 TRIAC 500V 25A TRIil1ll12 TECCOR
Q5025LX TRi,2,3 PDC HAS DEVELOPED SECOND ANO THIRO SOURCES FOR ALL OF OUR PURCHASED PARTS. SUBSTITUTE PARTS ARE USED UPON OCCASION WHEN MARKET CONDITIONS DO NOT ALLOW FOR THE FIRST SOURCE
TO BE USED. A LISTING OF SECOND AND THIRD SOURCES IS AVAILABLE UPON REQUEST FOR ANY ITEM THAT IS ON THE ABOVE PARTS LIST. 
p . 􀁧􀁾􀁴􀁲􀁌􀁮􀁬􀀠 6473 SIERRA LANE DUBUN, CA 94568 PHONE (510) 828·2375 FAX (510) 828·9764 MANUAL MODEL SSF·86·3 SOLID STATE NEMA FLASHER GENERAL DESCRIPTION, The Model SSF-BbI""'X
Solid State Flasher is a single or dual circuit flasher designed specifically tor the Traffic Ccntl"o! Industry. This unit ·is -. 􀁣􀁑􀁮􀁳􀁥􀁲􀀬􀀮􀁾􀀺􀁡􀁴􀁩􀁶􀁥􀁬􀁹􀀠rated up to 20 A
per circuit.. ·The flash rate is 56425 􀀧􀁦􀀧􀀱􀁾􀁾􀀵􀀭per minute and does nct vary due to tempel""ature or vol tage variat·ions. With the Zero Voltage Switching design, there are no
contacts to' wear out 0'1" deteriorate due to' arcing 0'1" corrosionj alsO', e:{tended life of light bulbs can be expected as well as reduced Radio Frequency Interference (RFI). The
extruded aluminum heatsink provides more than adequate heat disipation. CQNNECTQR PlNOUT, Di:tIr11JlItt!db.1: PARADIGtII TraIIie Systems, In.;.7.) LOAD # I 8.) LOAD D 2 o P. O.BGI:14509
9.) CHASIS GND 9 10' ForiWorf!l,'IX 76117-t)50910. ) AC11. ) AC+ 7 a: 817-831-9400 fc817-831·9407 12. ) NO CONNECTION MATES WITH: Cinch Jones Socket # 8-2406 OSB or Equivalent ELECTRICAL
SPECIF:,I CATIONS , Zero Vol tag£' Turn On _•••• 􀁾􀀠•••••••••••••••••••••• GI V .,. st,· Zero CUY'Y'ent Turn Off .............. " •••• " ......... 0A ; 5:) Tungston Lamp Or Gas Tubing
Transformer Load •.•• Up to 20 A Max OpeY'ating Voltage ........... 􀁾􀀠....................... 61Z! -135 VAC MECHANICAL SPECIFICATIONS, 􀁌􀁾􀁮􀁧􀁴􀁨•••••••••• 9.4 INCHES Width•••••••••••
1.7 INCHES 􀁈􀁾􀁩􀀹􀁨􀁴•••••••••• 4.19 INCHES. 􀁗􀁾􀁩􀁧􀁨􀁴••••••••••· 1.135 LBS. '. OPERATING TEMPERATURE: Full load trom -35 to +74 degrees ·C HOW TO ESTABLISH PART NUMBER,· PART NUMBER
SSF-96-X MODEL 􀀪􀁾􀀠1􀁾􀀠NEMA TYPE I (I CIRCUIT, 20A) 2 =NEMA TYPE 2 (2 CIRCUIT, 11M EA. l* 3 = NEMA TYPE 3 (2 CIRCUIT, 15A EA.) 4 = NEMA TYPE 3 (2 G1!fYlJz 20A 0/::1,!DR􀀪􀁾􀁪􀀶􀁃􀁋􀁅􀁄􀀠AT
THE FACf5RY . " ", '_. OPTIONS, For other optlcln!:.... consult Factory or local distril::nJtor. .?UARANTEE, The Flasher Is fully guaranteed against all 􀁾􀁾􀁩􀁬􀁵􀁲􀁥􀁳􀀠due to manufacturing
defects tor TWO 􀁙􀁅􀁁􀁒􀁾􀀮􀀠
􀁲􀁲􀀭􀀭􀁬􀁾••-,--;,.--------;r-----,.----r---:-------@..c+. CI ( R'S 47U' R4 CR' ".IN4004 AC-10 􀁃􀁈􀁁􀁓􀁓􀁉􀁓􀁾􀀧GNO ' . . ' .....,. ,;. 5.61(.w 􀁌􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀁾􀀭􀀭􀀴􀀸􀀠lOA02
.. "".. .. -',' !. 􀁾􀀬􀀠. . 􀁾􀀧􀀮􀀠􀀧􀁾􀀺􀀢􀀬􀀠JI FIG. 3 ( ; SSF-8o-3 Parts & Cost List # 00249-3 ITEM <lTV DESCRIPTION PDC PIN HFG MFG PIN REF DES 1 1 LABEL, SIN 􀀰􀁾􀀰􀀴􀀳􀀠PDC 00043
2 I CHASSIS 1?111l211l4 PDC 011l211l4 :3 1 COVER 011l211lo POC 11l11l211lo 4 1 BAR TRIAC MTG' 111121212 POC 0111212 5 " 1 1 LABEL, FRONT P. C. BD FAll PANEL 1110214-6 l1li1l247 PDC POC
t2)!l!214-6 00247 7 1 CAP 47UF loV CI1l001 PANASONIC ECE-A-16V47 Cl 8 1 CAP 50011lPF CI1l11ll1l2 ALLIED CCO-472 C2 '1 2 CAP .IUF 411ll1lV CI1l11l03 THOMSON CSF MC11?14K4G C3,4 1III 1
DIODE POWER lN411l04 CRI1ll1l11l1 FAIRCHILD lN411l11l4 CRl 11 12 4 4 NUT, KEPS 6-32 BLK SCREW PH PAN HO # 5 X 3/8 HI1l11l38 . Hl/l11l411l ........ 13 2 SCREW PH PAN HD 6-32 X 3/B BLK
HI1l041 14 2 SCREW PH FIL HD 6-32 X 15/16 BLK HI1l11l42 ....... 15 2 SCREW PH PAN HD 5-63 X I 3/3/16 ELK HI1l11l43 ........... 16 1 I.C. C'MOS 4024 ICI1lI1lI1l2 RCA CD4i1l24BE IC! 17
I CONNECTOR 6 PIN J11l11l11l1-2 '. BEAU-VERNITRON P5411l6S JI lS 2 LAMP NEON L000! CHICAGO MINI. C2A 11,,2" 19 20 21 2 I 4 RES RES RES 510 OHM 12K 56K 1/4W 1/4W 1I4W R0004 RI1l11l14
R001S DALE DALE DALE R5 R4 R3.,.S,1Q1,14 22 .1 RES 1511JK 1/4W R0020 . DALE _R2== 23 1 RES 2.5K 5W .R0036 TRW PW5-2.5K Rl 24 :; RES 110 OHM 1I4W R0046 DALE Rb,11,12 25 2 RES 5.61<; 5W
R0048 TRW PW5-5.6K R9,15 26 2 RES 22 OHM 1I4W R0055. DALE R7,13 ,27 28 29 :; 2 2 TRANSISTOR 21'14401 TRIAC .SA 50l/lV TRIAC 25A 5121121V Q011l04 TR0I1l10 TR012112 G.E. TECCOR TECCOR
21'14401 Q501E3 Q5025LX Q1,2,3 TR1,:; TR2,4 G PDC HAS DEVELOPED SECOND AND THIRD SOURCES FOR ALL OF OUR PURCHASED PARTS. SUBSTITUTE PARTS 􀁾􀁒􀁅􀀠USED UPON OCCASION WHEN MARKET CONDITIONS
DO NOT ALLOW FOR THE FIRST SOURCE TO BE USED. A LISTING OF SECOND AND THIRD SOURCES IS AVAILABLE UPON REQUEST FOR ANY ITEM THAT IS ON THE ABOVE PARTS LIST. 
--------! 􀁆􀁵􀀮􀁦􀁖􀁬􀀱􀀵􀁾􀀠Sk.t>p 􀀮􀁄􀁾􀁉􀁙􀁬􀁴􀀠.fer 􀁃􀁐􀁉􀀺􀁬􀁔􀀧􀁾􀁉􀁉..... 􀁲􀁥􀀬􀁻􀁾􀁉􀀱􀁉􀁾􀁪􀀮􀀠􀀧􀁌􀁴􀁁􀀭􀁾􀁲􀁾􀀠􀀨􀁊􀁾􀀠LU.e.. 􀁷􀁑􀀮􀀬􀁶􀁦􀀭􀁾􀀠4f I":t.r ir--􀁾􀁙􀁬􀁬􀁣􀁊􀀭􀀼􀀭􀁗􀁬􀁾􀀠
R 􀁃􀁁􀁦􀀱􀀧􀁡􀁤􀀧􀀮􀁴􀁾􀀠.td-H-... v,"""" 􀁾􀁌􀀱􀀭􀀧􀁬􀀱􀀠Uhlt-. 1.687 [4.285CM]1.687 [4.285CM]...r-------40.626 [1 03.190CM 1--------1 3.375 􀁛􀁾􀀮􀀵􀀷3CM] 18.500 [46.990CM] ----EEl
4.125 [+478CM] FRONT SIDE BonOM VIEW purVlIS h. w1..JA,.. 􀁾􀀠....1 f1Mtrlbr. pARADR'iflf n ....s,.Ieaw. Inc.(Awl.. R-e...r 1w6>YS p.o._l45OJ Fort WGdII.'IX 'M111-G5CW 817-831"-kll7083l0NJ7
hAv-Vll5 􀁾􀀠€.>P+l LOyv\ 􀁕􀁾􀁾􀁡􀀮􀀮􀁾􀁓􀀠25 􀀱􀁘􀁃􀁃􀁾􀀸􀀱􀀹--.. ..---.• 􀁍􀁏􀁄􀁅􀁍􀁉􀁾􀁾􀁾􀀱􀀶􀁯􀁕􀁔􀁌􀁾􀀨􀁾􀁓􀁓􀁾􀁾􀁾􀁾􀁙􀀮􀀭􀀽􀀭􀁾􀁾􀀭􀀽􀀭􀀢􀀮􀁟􀀭􀁾􀁟􀀢􀀮􀁾􀁟.... 􀁾􀀡􀁾􀀠,􀁾=.􀁾􀁾􀀧􀀻􀀻􀁾􀁾􀀠�
�􀁾􀀽􀀽􀀭􀀽􀀭􀀭􀀽􀀠􀁾􀁾􀁾􀁉􀁾􀀭􀁦􀁾􀁊􀁾􀀺􀁴􀀭􀁾􀀧􀀭􀀱􀁾􀀺􀁙􀀢􀁁􀁾􀁾􀁙􀀠􀁾􀀽􀁾􀀭􀀽􀀮􀁾􀁾􀀭􀀽􀀮􀀠'.-'-' 􀁾􀀮􀀠-. '21ilcix's913----------SiG/FtASHPWR DIST CABLE'TSZ'-P-CAS--􀀲􀀰􀁟􀁾􀁇􀁉􀁘􀀠182-040-0031T
S2 QETEfTOR .BACKJblTERF6cE 􀁃􀁾􀁂􀀮􀁌􀁅􀀠􀁁􀁓􀁾􀀻􀀻􀀻􀀺􀀧􀀮􀁾􀁾􀀠􀀬􀁩􀀵􀁾􀁪􀀠. 19 REF UMX 89-080-0013 TS2 CABINET POWER SUPPLY--------1 -----------------------.. ---,.18 1 CIX' 82-040-0034A
JUMPER ASSY__􀁾􀁾􀁟􀀮______________________" ___ 􀁾___􀁾􀁟􀀠F ___􀀧􀁾􀀠_ • ___ 􀁾􀀠_" • 􀁾,17 1 CIX 82-040-0034 JUMPER ASSY -16 _􀁾􀀠􀀭􀁾􀁾􀁘􀀠􀀸􀀶􀀭􀁑􀁾􀀨􀀩􀀮􀀢􀀮􀀺􀀧􀁏􀁑􀀲􀁾􀁟􀂷􀀠.􀀮􀀡􀀮􀀮􀁾􀀠􀁃􀀬�
�􀀡􀁁􀁎􀁟􀁾􀁉􀀺􀀺􀁊􀀠􀁒􀁁􀁟􀁾􀀮􀁾􀁾􀁾􀁓􀁓􀁲􀀽􀀠---.:-..-_--.-.,' 15 1 NPD 88-031-00138 811l PED DET TEST ASSY--,--, -----------.,.-------,---""---, .-..-􀀮􀀭􀀭􀁾􀀢􀀭􀀭􀀬...􀀭􀀭􀀮􀀭􀁾􀁾􀀠14
4 NPD 88-031-0013 VEH DET TEST ASSY 􀀭􀀭􀀭􀀭􀀭􀀭􀀮􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀮􀀭􀁾􀀬􀀭􀀮􀀢􀀭..􀀭􀀭􀀭􀀭􀁾􀀮􀀭􀀮􀀭􀀭􀀭􀀢􀀭􀁾􀀮􀀭..._-, ... -.__ .-􀁾􀀭􀀭􀀭...._--_.. _. , -13 1 BAT 4798B -PRE-EMPT
RELAY 􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀁾􀁾􀀠ASSY----_._-.----, ....---_._. -􀀮􀁾􀀠..-._--KPl----.._, -_.􀁾􀁾􀀠􀁾􀀠􀁾􀁾􀁾􀀠􀁾􀁴􀁧􀁾􀁾􀀽􀁾􀁾􀁾􀁾􀀠􀂷􀀭􀁾􀁾􀀭􀁔􀁾􀁾􀀺􀀺􀁾􀁧􀁾􀀠􀁾􀁾􀁾􀀭􀁾􀁾􀁾􀁾􀀭􀁾􀁾􀁾􀁾􀁃􀀶􀁎􀁎􀀭􀀭􀀭�
�􀁦􀀮􀁧􀀭􀀭􀁾􀀠10 1 NPT 88=0'70=0002 TS2 MMU/SWITCH-'PAN 􀀭􀁩􀁎􀁔􀁅􀁒􀁆􀁁􀁃􀁦􀀧􀁐􀁁􀁴􀁾􀁅􀁌􀀠􀁁􀁓􀁓􀁹􀀢􀁍􀁐􀀭􀁾􀀠􀀠.. • 9 -'-. NPP 88-021-0002 TS2-=-i"SUPPLYDIST -PANEL ASSY .------pi)"-,8
2 NPD 88-031-00108 TS2 DETECTOR PANELBcH/4 PED__􀀺􀀺􀀭􀁾􀁾􀁾􀀽􀀽􀁾􀁑􀁾􀀡􀀮􀁄􀁐􀀲􀀭􀀭􀁾􀀠7 2 NPO 88-031-00100 TS2 DETECTOR PANEL 8CH/WO PEI2...____,__ 􀁄􀁐􀁾􀁽􀀩􀁦􀀾􀂱6r--s2' CIX 3 CIX
82-040-0035G 82-040-0035F RS-48S RS-485 CABLE CABLE ASSY ASSY 72" 60" 􀀮􀁾􀀭􀀭􀀭􀀭􀀭..--􀀢􀀢􀁾􀀠􀀮􀁾􀀠.-....... __' __ 􀀧􀀴􀁾􀀢􀀠• 4 1 NPT 88-070-0001 TS2 RS-48S STD INTERFACE PANEL
PT1 􀀭􀁾􀀭􀀭􀀮􀀠3 1 NPP 88-021-0003A POWER PANEL ASSEMBLY PP 2 l'XCX 94-100-0002A CABINET ROOF AND ACCESSORY PARTS GROUP-----,-.,,-1 1 ENC 15-090-0060 CABINET TS2 .. P44" --. -􀀮􀀭􀀭􀀭􀁾􀀭􀀮􀀭􀀭􀀭i
ITEM QTY CAT PART NO DESCRIPTION DESIG UNLESS OTliERWlSE SPEClFJF.D· 􀁾􀀠Idl"!ll 􀁾􀀠K 􀁾􀁾􀁾􀀧􀀺􀁾􀀧􀁎􀀠INCIIES f-::-::-=-:-"'..,.PROIl.,--=..-::-::--=-+:-::-..,.JlA:-:""---=-:-,. 􀁾Iii:
3000 COMMONWEALTH BLVD FRACTIONS OECIt.W.S ANGlES ORAWN 6Y VLS 09-24 96, I T II 1\ I' l'" I co I TAllAHASSEE, FLORIDA 32303 + + .015 + Z r'􀁾􀁃􀁈􀀽􀁾􀀽􀁋􀁲􀁯􀁾􀀶􀁙􀁾__􀀭􀀫􀀰􀁾􀀹􀁟􀀭􀀲􀁾􀀴􀁟􀀭􀁾􀀹􀀹􀀶
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.. FINISH DRAWING NO.SIZE "EY 0D CAD RAOALL liSE FORBIODEN' WITHOUT WRITTEN CONSENT SCALE leAr \ $}lEErOF PEEK lRAFFlC 8 TO 1 1 OF 1 
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􀁾􀀠rif1 if1 WIt It I 􀁾􀁉􀁾􀀠IJIt'!: 􀁉􀀡􀁗􀁾􀀠n r: n :1 :·t n r1 􀁉􀁾􀁾N' Il1 II 11 '.'1\ 􀁾􀁉􀀠II I' 11!. 􀁾􀁾􀀠􀁉􀁾􀀠􀁾􀀠I"$' 􀁬􀁾􀀠n;?: 􀁾􀁉􀀠􀁾􀀠00000 oJiJI 000,00 , ..... o. .......
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,1!llil' " 'e.J 'L=' 􀁴􀁾􀀠􀁾􀀠= 1 I FRONT DOOR 00 '0<1 110 0° 10 20 50 4() 􀁾􀀩􀁏􀀠61) 70 80 90 100 110 􀁾􀀬􀀯􀁬􀀬􀁨􀂷􀁜􀀭􀁲􀁨􀀭􀁨􀀮􀀱􀁲􀀬􀀮􀁬􀀬􀀠T h'\'TlrrlnJrTil-lly-(,lJnlrr'rrlrh"l'n1nlT
1110 510 15 ?fJ ?5 ,')0 35 40 lYPICAl TS2 lYPE 1 CONTROLLER AND MONITOR PLACEMENT -150 _. 55 -140 . _. 130 50 120 45 "􀁾􀀠110 100 gO -80 50 􀁾-70 25 .. 60 20 50 -4-0 15 5 -10 o ()IN
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-----LEFT 􀁉􀁎􀁓􀁉􀁄􀁾􀀠VIEW 70 60 50 40 30 20 10 0c I I I I , I I I I , I I I I I M , I I , ITTTTTTTl I I I I I I I r I r I I I IN 25 20 15 10 5 0' 150 55 140 50 130 45 120 110 40 100
35 90 30 25 80 70 60 20 50 -15 40 10 -30 20 " '" 10 qN cS RIGH I' INSIDE VIEW , 150 '-, 􀀧􀁾􀀠I--"" --FIBER GOXES ,------' 􀁾􀀠􀁾􀀠. .... --e.;")F-I--I J \J 1-􀁾􀀢􀀭􀁀􀀠􀀧􀁾􀀭􀁾􀀠􀀭􀁾􀁾􀀭􀀭.N'-=
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IN 25 20 15 10 5 0' SHEEr 3 OF 3 --" _._-----.-------------------_.' 
(817) 831-9406 P.O. Box 14509 (817) 831-9407 fax Ft. Worth, TX 76117 PA.RA.DIGM TRAFFIC SYSTEMS, INC. -------SubmlttalCoverSheet TO: Integrated Roadway Services, Inc. Reference: 􀁁􀁤􀁤􀁩􀁳􀁾Town
of 10701 Shady Trail Bid Date 1-15-98 Dallas, Texas 75220 CONTROL 98-12 Attn: David Mirtaheri PROJECT #: Arapaho Road Ph: 214-352-1937 PTSI SO#: S98165 Fax: 214-352-1938 *10 Submittal
Copies: . 10 Sets ASA=After submittal approvals DELIVERY DATE 60-90 Days 'ASA MFG. I CATALOG NO. FREIGHT SHIP VIA : PPD & Allow Best Way F.O.B. I TERMS • Origin Net 30 i DESCRIPTION
CUSTOMER PO;l/. 5658 Addison SIGNALS, VISORS AND OTHER EQUIPMENT :ConSisting of the following: PEEKlTCT PSS83E300 !3 Sec Sig (12") cia: PLlPL RYG signals, visors, & durotest lamps PEEKlTCT
P$S83E4004 Sec Sig (12") cia: PUPL RYG (FO left) signals, visors, & durotest lamps 􀁐􀁅􀁅􀁋􀁉􀁔􀁾􀀤􀀤􀀸􀀳􀁅􀀴􀀰􀀰􀀴Sec Sig (12") cia: PUPL RYG (FO light) signals, visors, & durotest
lamps PELCO BK-1003-C Backplate (3 sec) 12" vacuum formed ASS plastic PELCO BK-1004-C Backplate (4 sec) 12" vacuum formed ABS plastic PELCO AB0116-3-29A Astra Brae PELCO AB0116-4-29A
Astra Brae ICC Ped Sig Sec (1 SEC 2 ind) Pad IDc/lndicator Controls clo: includes pedestlian signal, mounting hardware and lamps BELDEN Belden 8281 Coaxial cable Peek Traffic Systems
Nema TS-2 Controller Cabinet Assembly including PEEK VT-900 Video Detection System (4-lnputs) (shown on next page) Peek Traffic Systems 9" B & W TV Monitor with ruggedized case and cables!
.', . :Nama TS-2 Controller Cabinet Assembly including i 16 ea. 2-Channel Detector Amplifiers & mode I I Page 1 of2 Thank you again for your order. IfI can be of any further assistance
please call or seod a fax. 
(8il) 831·9406 p.o. Box 14509 (817) 831·9407 fax PARADIGM Flo Worth. TX 76117 TRAFFIC SYSTEMS, INC. ------SubmittalCoverSheet TO: Integrated Roadway Services, Inc. Reference: Addison,
Town of 10701 Shady Trail Bid Date 1-15-98 Dallas. Texas 75220 CONTROL 98-12 Attn: David Mirtaheri PRomcr #: Arapaho Road Ph, 214-352-1937 l'T3130#: S98165 Fax; 214-352-1938 *10 Submittal
Copies: 10 Sets ASA""Afier submittal approvals DATE iSLSMN DEUVERYDATE I' FREIGHT SHIP VIA' F.O.B. TERMS I CUSTOMER POll 6/16/98 -60-90 Days *ASA ,PPD & Allow Best Way Origin Net 30
5658 Addison ITEM NO. QTY MFG.! CATALOG NO. DESCRIPTION VIDEO IMAGING PROCESSING VEHICLE DETECT SYSTEM CONSISTING OF: 441 BURLE TC-590 Specification cut sheet for TC590 Series High Resolution
CCD Cameras BURl.,E )5P-160, 8mm Specification cut sheet. Burle Camera Lens Guide Installation/Operation Manual for camera e'nclo$ure mounts Installation/Operating Instructions for TC9380S
Series camera sunshields Installation/Operating Instructions for TC1315B & TC1319B Series 3-lnch diameter Camera housings Specification cut sheet for the CX Series Surge suppressor.
(CX06BNCY) Designed specifically for CCN. Data and Audio applications 447 Brochure for PEEK Vision Systems -VideoTrak-900 Cut sheet for PEEK VideoTrak-900 Peek Vision Systems (PVS) VideoTrak-900
VideoTrak-900 System Interconnection chart Video Processing Module (VPM) processing flow chart VideoTrak·900 ACU Hardware block diagram VideoTrak-900 Processing Diagram VideoTrak-900
typical camera field installation dwg 448 62 Pin 110 cable Assembly 449 Camera Interface panel , Power Conditioner for, VT-9CiO Unit451 PLEASE NOTE: These items are'being ISSUED FOR
APPROVAL! Your prompt approval and return of approved copies to Paradigm Traffic Systems, Inc. will ensure faster delivery of all equipment. Page 2 of2 Thank you again for your order.
Ifl can be of any further assistance please call or send a fax. 
'=PEEK Polycarbonate TRAFFIC Vehicle Signals Standard three-section 8" signal 'laces are designed for normal street and highway use where traffic moves al moderate speeds. 􀀱􀀲􀁾􀀠signal
faces are recommended when a greater target effect is required, The Manual on UnUDrm Traffic CDntrol Devices suggests that 12' signals be used in the following applicatiDns: (1) al inlersections
with 85 percenlile apprDach speeds exceeding 40 mph. (2) at intersection where signalization might be unexpected, (3) for special problem locatiDns such as IhDse with conllicting or
competing background lighting. (4) at intersections where drivers may view both IraHic control and lane control signals simultaneously, (5) fDr all arrow indications. S" and 12" sections
are otten combined for special applications. Single..ection flashing red Of yellow signals are used as beacons where traffic conditions do not warrant full·time control or where a traffic
hazard exists. 􀁓􀁩􀁮􀁧􀁬􀁥􀁾􀁳􀁥􀁣􀁴􀁩􀁯􀁮􀀬􀀠or combinations of green arrow, red X or yellow X lane control signals are used on expressways. ramps. and main arteries to provide more
efficient roadway use. Single-sections a!so can be assembled in special combinations for toli-boo1!1s. construction barriers, perking garages, car washes, or other off-highway applications.
Distributedby: PARADIGM Traffic Systems, 􀁬􀀻􀀺􀀺􀁾􀀮􀀠 P. O. Box 14509 Fort Worth, TX 76117-0509 817-831-9406 fI:: 817-831-'407 􀁐􀁲􀁥􀁾􀁖􀀢􀀠leT 
Specifications Specifications Malerial 􀁕􀁬􀁴􀁲􀁡􀁶􀁩􀁯􀁬􀁥􀁴􀁾􀁳􀁴􀁡􀁢􀁩􀁬􀁩􀁺􀁥􀁤􀀠polycarbonate resin (having a minimum thickness of .100 inches), stainless steel hardWare. Reflector
Snap-out assembly. Swing""u! frame (lane control not on a frame). Lamp ReceptaCle Heat-resistant molded phenoliC, rotatable through 360' prewired with 26" 1118 AWG 105e e type TEW color-coded
leads with quick-disconnect tenninais. Wire openings between sectlons Accommodates three 314" diameter cables: Tetroinal Block I-selection 2-point 2-seleclion 3-point 3-seleclion 5-point
+seleclion 5-poinl 5-seleclion 3-point and 5-point Signal Alignment Integral 72-tooth serrated locking ring, adjustable in 5<1 steps. Overall Dimensions 8" Section 9.75" W x 10.00" H
x 6.16" D 12" Section . 􀀱􀁾􀀺􀀲􀁪􀁩􀀻􀀺􀀺􀀺􀁖􀀠x 13.44" H x6.44" D Weight 8" Seclioo 3.31Ibs. 12" Sectioo 5.13Ibs. Description The lightweight, one-piece housings, doors, and visors
are of 􀁵􀁬􀁴􀁲􀁡􀁶􀁩􀁯􀁬􀁥􀁴􀁾􀁳􀁴􀁡􀁢􀁭􀁺􀁥􀁤􀀠polycarbonate resln. The housings are injection molded with integral top. bottom, and sides. Color is impregnated in the material. w·hich
means it nevers needs painting. is unaffected by scratches. and is impervious to corrosive atmospheres (such as that found in coastal areas). Doors are 􀁯􀁮􀁥􀀭􀁐􀁩􀁾􀀠and are grooved
to accommodate a one.piec& and are grooved to accommodate a one-plece gasket which makes the signal weatherproof and dust-tight. The lens is held in the door by a 􀁧􀁡􀁳􀁫􀁥􀁾􀀠four
stainless steel SO_s, and clips. Reflectors are available in AJz.fI® or silvered glass, and have 􀁳􀁮􀁡􀁰􀁾􀁯􀁵􀁴􀀠assembly" and quick disconnect leads for. easy maintenance. The lamp
receptacle can be ro.taled 360 degrees!or filament alignment. To simplify alignment of the Signal and assure . po_llive locking, the integral locking rings are adjustable in 5 degree
steps. . Ribbing is provided on top and bottom for structural stabmty, with 􀁡􀁤􀁤􀁾􀁩􀁯􀁮􀁡􀁬􀀠libs inside the housing. Reinforcement P.lates for top and bottom are offered to provide
even more more stabmtY. All sections have cored holes for mounting bIlckptates, and all major components are interchangeable with Traffic Control Technologies' aluminum signals. The
signals are adaptable for span wire or mast arm suspension. side of pole. or post top mounting. £loing 50% lighter than aluminum signals makes them especially suitable for span-wire
mounting. Vertical and horizontal mounting is provided for by a universal mounting arrangement. All hardware is stainless steel including the hinge pins used for reinforcement in the
hinge lugs. (For selection of visors and lenses, please refer to uVisors and Lenses; p. 28011-4). One Year Limited Warranty' Peek Traffic, Inc. warrants this product against manufacturing
defects in materials and workmanship for one year from date of shipment from the Peek Traffic, Inc. factory. Spec1ffc contracts and regional laws may vary or alter these terms. Peek
Traftic, Inc. products are protected by one or more U.S. and international patents . .. For specific warranty information, contact your local representative or Peek Traffic, Inc. Peek
Traffic-Tmnsyt 3000 Commonwealth Boulevard Taltahassee. Florida 32303 PEEK TRAFFIC Tel: 904·562-2253 P8fik T1Df5,: i'!1SSfVeS thfI right 1e ..1mf<tt'tY ofI.bo <kJmpa.ny't;prr;'Jducts;
or Fax: 904-562-4126 pWtisItedtedmJcaJdata relarirlg lMrel'O 8t any 􀁾withOld notice. 
'PEEK Visors & Lenses TRAFFIC Visors iii"; -111' 􀁩􀁾􀀠and polycarbonate visors are available in several styles for vehicle and pedestrian signals. The 1,·t 􀀹􀀢􀀬􀁡􀁾􀀠type is standard.
Tunnel and 􀁦􀁾􀀱􀁉􀀠ell Olb styles reduce or eliminate signal visibility from other approach directions_ 􀁆􀁾􀁉􀁉􀀠􀁂􀁩􀁾􀀤􀁬􀁥􀀠visors with built-in louvers have a sharp angular beam
cut off for signal installations where highly directional beam characteristics are necessary to prevent driver confusion such as streets intersecting at a very sharp angle. All visors
have four slotted mounting tabs for easy attachment to the signal housing door. All visors are Dull Black on the inside. Lenses Round, solid-color lenses are Type T prismatic J polycarbonate.
Round, arrow lenses are prismatic diffusing type !i polycarbonate, with an ITE arrow on a black field. Glass arrow lenses can be installed with the arrow pointing in any direction, while
polycarbonate arrow lenses cannot be rotated. Square lenses are of the diffusing type material. X and arrow lenses are only available in 12" (300 mm) glass_ These lenses have a 1" (25
mm)-stroke on a black field, and the arrow lenses can be installed pointing up, down, left, or right 9" (229 mm) WALK and DONT WALK lenses have a .38" (9,6 mm)· stroke legend 3" (75
mm) high; the 12" (300 mm) WALK and Man legends are lunar white on a black field, while the DONT WALK and hand legends are portland orange on a black field, _ 􀁾􀁥􀁮􀁳􀁥􀁳conform to
ITE specifications for light transmission, distribution, and chromaticity: legends are fired on for permanency. The polycarbonate lenses are vandal resistant and unaffected by age or
weathering • . ,.
Specifications Ordering Information-VISORS Please speclfy exterior color on the order. Description Cut-away visor -II' 􀁳􀁾􀁮􀁡􀁬􀀠(7.38"1187 mm long), (8.00"1200 mm long) Cut-away visor-I:!"
signal (10.00" 1254 rMl10I19) Tunnel visor-ll' signal (8.00'1200 mm long) TUllIIIlI_r-8' signal (12J)O'13OO mm long) TunneI_r-l:!" signal (10110"1254 mm long) Tunnelvisor-l2" signal
(12110"300 mm long) Fulk:i""" """'-8" signal (7.75'197 mm long), (aOO"12OO mm long) Fulk:i""" visor-l2" signal (10.00'1254 rMllong) louv<lred visor-8' signal (7,75"/197 nitn long) Lowered
visor-l2" signal (10.00"1254 mm long) C..-away visor-S" po<! signal (7.00"1175 mm long) C....way visor-l2" po<! signal (8JJO'12OO mm long), (9.00"1229 mm long) Tunnel visor-9" pad signal
(7.00"1175 mm long} Tunnel visor-l2" po<! signal (lj11O"1200 mm long), (9JXfI229 mm long) "Full circle and louvered vIsom are not rocommerxJed fOf WWlIn r.:fimates where snow ao:::umuietion
could otxitruct Green arrow, (left) .. Green arrow. (right) .... Graen arrow, (up) t Yellow arrow. (left) .. Yellow arrow, (rightl_ Yellow arrow, (up) t Red arrow, (left) Red arrow,
(right) Red arrow, (up) -.... t Square Lenses Red X Yellow X Green arrow, any 90' dir. WALK, lunar white Man (ITE), lunar 􀀮􀁾􀁩􀀡􀁥􀀠Man (Canadian), lunar white DON'T WAlK, pertlar\d
orange Hand (lTE). per1!and orange Hand (Canadian). portJand orange l/::1m.mml ... 0700186 0700523 0700184 0700624 Visors CtlT-AWAY PED CUT-AWAY LOUVERED FUlL-C!ACLE [] ruNNEL SIgnal
faces. Ordering Information-LENSES Descriotion Round Lenses 8" (2QQmm) Red Yellow Green Red arrow. any direction Yellow arrow, any direction Green arrow, any direction 12" (300mml TUi275
TUi276 TL6277 TL61167 TL3168 Tl.264S :12" {3QD mm} 0790085 07_ 07!lOO84 TL7536 0700525 7 TL7537 0700S26 Aluminum 0700026 0700029 0700024 0790483 0700027 07904B4 0700025' 070002S" 􀀰􀀷􀀰􀀰􀀱􀀴􀀸􀁾􀀠07
00149· 0790092 Tl5467 0700175 0700531 Polycarbol1ate 0700491 0700487 0700489 0700493 0700490' 07004880700550 0700549 POlycarbonate 8" (200 mm) 0700327 0700328 0700329 0700354 0700355
0700356 0700399 0700400 0700401 0700396 0700397 0700398 g"l22!,1 mml 0700298 0700527 0790584 0700299 0700528 0790685 12" (300mml 0700330 0700331 0700332 07003S7 0700358 0700359 0700405
0700405 0700407 0700402 0700403 0700404 􀀱􀀲􀀢􀁾􀁭􀁦􀀡􀁬􀁊􀀠0700323 0700529 0790586 0700324 0700S30 0790687 Lenses DONT WALK Peek Traffic-Transyt 3000 Commonwealth Boulevard PEEK Tallahassee,
Florida 32303 TRAFFIC Tel: (904) 562-2253 Fax: (904) 502-4126 Peek Tramc fCSCf'IfJ$ tho tight A:i Mer tillY '"ltltt companys products or WbJisfled ledmk:al tIala 􀁾therorC atany tI'm6
wimotiJ notice. 
0JitlUIIi. Ffher Optic Modular 􀁾􀁩􀁴􀀠. Th. fiber Qptic mQdular kits tl-ii,d;.igned for high lmp.act visibility and energy efficiency. These modular turn arrow kilS keep [be pw'Cb3.Se
and maintenance costs to a mlnimu.m. The fiber optic turn &rroW signals combine both tM green and yellow Indications into one single kit that c3Sfly 􀁲􀁥􀁴􀁲􀁯􀁾􀁦􀁩􀁴􀁳􀀠any eXisting
stand:trd 12" traffic signal housing. Existing foW" section signal he4ds no longer bave to be cba.nled to five sections (0 oompIy with the law. It also eliminates the cost ot JIlOdifying
expeosive mountieg hardware. There are NO moving puts in the changing of the indications. Messag_ Characteristics Bacb tUlll arrOW signa! kit displays a fiher oplic single directional
alTOW in both green and yenow. The legend projects brighter than reflected sun light and no light is WMt'cd on 􀁯􀁰􀁡􀁱􀁾areu such a: in the .standard traffic si,nal. thus providing
tbu best and brighten display potsible rrom a .1amp. 'The 0\$ we ltvaiJabJe in tOllt variou;s contiguuliornt: .. nle "PK:" 􀁾􀁤􀁥􀁊􀀠is for mounling 00 rop of a post aDd provide:f 200
angle. of view. I 􀁦􀁥􀁾􀁬􀁊􀁲􀁥􀁳􀀠it. eontrolled limited viewing a.ngle 12" Ratro·fit Turn Arrow Signals Models: TA·212PK (post mounted kit) TA-2120LK (overhead left kit) TA·112WAK
(wide angle kit) TA·212DRK (dual row kit) for a single lane of IfAtfie in an interse¢tion. This is achieved by glus bi-convex let1SE:$ placed over eacb output bundle. The lenses produce
an effective 112" strolc;e width. .. The "OLK'" mod¢) is rOf Inounting tbe unit ovewead on a mast arm or on 8 span wire faT Ii! left tW'11 indication only. Its controlled viewing a..'1g1e
of 20<:1 bas an additional \0 degree down tilt built intc the face p1:ace 􀁭􀁡􀁴􀀺􀀺􀁩􀀻􀁴􀀮􀁾􀀠This ensures; tbat the viewing uea is not cut off sharply when vebicles 2.pproach the
signal. The viewing Tange is limited to a single IllJle of traffic. • The·WAK'" model provides the same fe3Mt;.5 a" the PI< but provides a wider angle of 68<:1. Multiple lanes can see
the signal 81 the same time witbou[ the viewing resfl'ict'oos. .. The "DRK:" model provides similar feature, as the WAK. and more. Nt.lt only dtl¢n it have a wider angle or 68°, but
it uses a douhle mwa{ QUtput bWldte.s. The double row prodUCC$ U etfcetive ,-5trob Widlh. This incrcaS¢$ tnt: visual punch :and looks more like t.be conventional arrow shape. MUltiple
􀁬􀁡􀁮􀁾􀀠eaa see the sign:li at the same. lime without viewing testric!ious. DI:IIrI/IItI4dby: pARIJDI(JIII Trdic Systems, Inc. P. O.Bad4S09 J FortWordI,'l'X 76117-0509 817-831.9406
Is:817-831.9407 Legibility 'The visibility of each kif al.1Tacts the lame altention as a con,;enlional traffic signal. Under .eYery lighting condition. it is cieo.rly legible at 500
feel and is higbly visible nl even 1000 feet. iacr.easing trlotC'risl s3(ety. When the signal is noc energizeci, the signd is blanked out (unt'(;ooable) with no illuminated pb3.tUOal
ir.nages. 􀁔􀁾􀁧􀁡􀁲􀁤􀁬􀁥􀁳􀁳􀀠of solar intensity or direetion. Visors or other means of shielding are not necessary but do enh;mc.e the Jignab: performanee.. Operating Characteristics
There are no ttloving parts so there is nothing to wear out. A single lamp And lransformer illuminate each display. ne unil is capable of oo:nlinuous and mren:nluent ope:ulions over
the ban'hul tt!mperarure T2UgcS varying from the cold of Alaska to 􀁬􀁬􀁬􀁾􀀠heal of Arizona. (·35F. ·37C to 􀁾􀀱􀀶􀀵􀁆􀀮􀀠+14C) M echanica/Characteristics The modularat comist$ of the .(olluwin,: I) \1lI" Cbick aluminum black matix panel 2) 01.., optical fib., bundl .. 3) OiMS' CD klr fihe.., SCHOTT-CML FIBEROPTICS LLC 
6} mass bioo(:4)nve:t ,matrix tc:ru:C$ aO· only} 7) ABS prOtective baclcCov<er 8j Moi,,,,.. pn>tcction shield 9) U-eb30neJ weather ,"ket 10) All stainl .... $Ie<:! hard"'.,.. Inst41la&n
The kit; is dMi'gne.d tCl easily retro ..fi! into any existing 1:2." traffic 3ignal housing. Tne modular kit 􀁾􀁵􀁭􀁥􀁳􀀠􀁣􀁯􀁭􀁰􀁨􀀮􀁾􀁾􀀠with ::t.U mounting 􀁾􀁣􀀺􀁥􀁷􀁳􀀠2nd M!l.PCiaud
h.nrd ... 􀁾􀀬􀀠It ..:atl be retro-fi(ced in as Hall! 􀁾􀀠5 mi.!lute.'\. Simply remo\'e the c:dstutg silk 5Ct'cened lens from the doqr of the existing. bousing and replace it wi1b lhe
fiber opti!; 􀁫􀀮􀁩􀁬􀁾􀀠Four (4.) screW! nnd 􀁣􀀱􀁩􀁾􀀠(included wittl kit) arc the only parts 􀁮􀁥􀁣􀁾􀁡􀁲􀁹􀀠\0 fasten the reuc.(ic kil i!l plu::. The usc of :I.' scn:wdrlver is dte:
only tool 􀁮􀁾􀁣􀁤􀁥􀁤􀀮􀀠MainislU1.nce \Vben the kit needs ;'$enticing. all $ervicuhJe '-Omponenl$ arc ea4iIy accessible for re.p1irs without ha:ling: to remove;:. outer part!. Ruutinc
maintt::lancc is limifed 10 re·lamping the green indication lamp once If.very 2. ye!3u. The fibtr optics inside the unjt 􀁾􀁾􀁩􀁰􀁴􀀮􀀷..􀁾􀀮􀀠, protectii7e ASS pla:sLic 􀁢􀀳􀁥􀁾􀁣􀁾􀁯􀀠prevent
any damage to tbe Opt)C3J' 􀁦􀁴􀁢􀁾􀁲􀁳􀀠during installation or reia&npiflg of Ibc signal. The fiber optic unit is completely Rlf cont:Uned. Upon rC-quest. a list of replacement parts
c;m 􀁢􀁾􀀠provided. Ord-er:o (or 􀁲􀁾􀁰􀁴􀁡􀁣􀁥􀁭􀁥􀁮􀁲􀀠pUl1 can be 􀁦􀁩􀁬􀁾􀁥􀁤􀀠within U to 48 boUTs. Electrical One. tran.tfonnet" with a 􀁃􀁬􀁡􀀮􀁾􀁳􀀠A iosubtion and built to UL
jQ6 re.q\!irements operates c:acb signal indication. The transformer is rc3Ul wm...u 1"'....q}1;,> 1.00 wlC.rusioo of exc:.e.1S....,i.'...... The nominal primary Inpu' vol..,. ao volts
AC. The tn.n.sformer lCcondary output voltage is 10.8 vatu AC under II. load with :I lamp., Both Ule primary Uld secondary I.ad wi,..W' lnade with 12 SU1nd #1 g gaO!" insulatad COPI""
wi:. and colo, c:odad. A bazrlu t}"pe terminal strip ;3 provided au the ABS baclr::eover for the us: of fidd wire COtu'lcctiOT.s. There is also 3 wwher pecor wiriog label on tho bac:kcover
to help with euy wiring in the field. //luminaJion System The lamp type used in tbe. kit is a one piece combin.tion muhi..mirtored reflo:1oT and a quart.:< balug"; bulb. lieu.,,,,,,,..
42 "'atts of 􀁰􀁾􀁷􀀮􀀻􀀺􀁲􀀠II the ;tuppJk!:d Irttrt.sfonll<lr vonage. The aver.age nlI::d lamp life is to,OOO hO\1f$ of 􀁾􀁾􀁮􀀮"the lamp is secured in a lamp h\.Jdcr ·we.mbly. mounted
directly to the face plate pand. A heavy plastic mylar shield is used to preveot possible watu leaks that may drip onto the larrtp:'i c:wsing premature faiit:res. ... One lreen and one
yellow &lass colored fiUer is mounted in front of each fiber optic input end and provides a cotor fa:st message. The filters llfe ma..ie in accord-.n(;.C wilh the I.T.E. Signal Color
Sp.cir=ion (or Chromaticity (MIl..250S0A). A written 􀁾􀁥􀁲􀀱􀁭􀁃􀁡􀁩􀁩􀁯􀁮􀀠of compUance with the SllUld..rd is availa!:lle Ilpon request. Optical Fiber Bundles The optics used are
a 813.$$ on glass tiber with an 83% cor:. to 11% claddir:.g rallo. Each fiber is only .002 +1-,0001 inches in diameter wilh 􀁾􀀠incJuded 􀁡􀁣􀁣􀁥􀁰􀁴􀁡􀁮􀁾􀀠angle 0( 68 dett"lte.S. 'Thousands
of fiben ue conlained to (orm each round buadle e:uryin, the lamp lig,bl fo the (ace of the signal. AU of lhe tibet ends. input and 􀁏􀁬􀁊􀁃􀁐􀁕􀁾􀀠are ,&round smooth 􀁵􀁕􀁮􀁩􀁭􀁷􀀺􀀺􀁮􀁾􀀠'"Ihe
burulle4 noer strandS >U"O kept ru,· 􀁾􀀧􀀢􀀠"'" """..mlOalions o( poli;ohing , .g( >.ad debris. Fiber break.ge ;. 􀁬􀁩􀁭􀁩􀁴􀁥􀀮􀁾􀀠to 3'ob of"", toW boru:lle..uu. The 'Output • tiber
bundJe,s on Ute (ae: 'of the signaluve 3􀀮􀁬􀁾􀂷􀀠a_minimum. In "'" un:ikely evetlt U output bundle should become 􀁤􀀮􀁡􀁭􀁴􀁧􀁥􀁤􀁾􀀠ODC of the spare bundles included tloder the back'-Over
C3t\ be used (or tcplat;.emenL Out fiber optic bundles an: not jacxeue or 􀁥􀁮􀁾1n pvC tubing AS thCTe is no Ilud when using a full backcover. E:lcb of the output bundle.'t are r.omittally
spaced J􀁾􀀠between (:cnter$. QualityA,s.surance All 􀁜􀁉􀁩􀁾􀁾􀀢􀀢􀀧􀀠􀁤􀀮􀁩􀁬􀁩􀀢􀀬􀁴􀀴􀀡􀁩􀁦􀁥􀁾􀁣􀁫􀁮􀁦lilt..,o 􀀨􀁬􀁓􀀩􀁾􀀧􀀮􀁸􀁃􀀡􀁵􀀮􀁩􀁶􀀮􀁯􀀨􀀧􀀱􀁨􀁃'Iampi. AlI'me,,). 􀁾􀀧􀁾􀁾􀁾􀀺􀁾􀁾􀁴􀂷􀀻
􀀺􀁥􀁴􀁾· .oludon "'" pet.the·AliqOJU$i\>l . 􀁓􀁾􀁾􀁩􀁩􀀮􀁁􀁾􀀱􀀳􀁾􀀷􀀷􀀮􀀠Ii '''''ple plUg from .vv'y.prod••<un of flhcr ..ad in we signa) fabrication :is finished and 􀁰􀁲􀁯􀁥􀁥􀁓􀀤􀁾􀀠;It
One end IU1d 1bc:n \l7ted lbr roundness of the fiber, core to clad ratio. fiber diamoete.r. and optic:ll transmi.ulon. Tbf: cpdcal fiber sball be proaucttJ 􀀡􀀮􀁮􀁾􀁢􀁯􀁵􀁳􀁥􀀠by the..tin
manufacturer ta-.\$Sore that it meets qu.lity .....dards :Il!d thai impropet bandliog does not damage the tiber before it can be installed ir; the signal. A Certifigtc of Complbnc..e
can be provided sUting: that tc5tio, of tho optical fiber bu been petfonned and tba! 􀁾􀁲􀁴􀁢􀁾􀁲􀀠uud in the traffic Jignals meets quality stotndards. iT RdlQ-CIt TI.'T.I! Ano.... SiiP«/1
REVtslON: 􀀮􀁩􀁵􀁾􀁹􀀠IS. 1996 􀁐􀁴􀀰􀀴􀁵􀁾􀀠duatptioD "";1.1 or 􀁊􀁐􀁣􀁣􀁩􀁬􀁬􀁾􀀮􀀬􀁥$l.lbot:et w 􀁴􀁨􀀳􀂣􀀱􀁊􀁾􀀠􀁾􀁴Mliftt::IC.ioR. All 􀁾􀁣􀁤tnM:Iemarb 􀁾􀁥􀀠 Ff'tI(IQ1.y ,0{ W:ir
􀁾􀁴􀀮􀁩VC' GWticN. SCHOlT-CML FIBEROPTICS LLC 41 &rt.ku. 􀁓􀁲􀁴􀁃􀁾􀀠M..n,,,,,,ugh. MA 􀀰􀀱􀀷􀁾􀀲􀀠􀀨􀁾􀀰􀀸􀀩􀀠m-'312 (1.30().4-1 PO16. US. only) ; .; . Fox: ,,08) 1l'Nl3l3 􀁅􀀮􀁾􀁍􀁡􀁩􀁬􀀺􀀠fiO<er@
cm1l'iber.lifmfnet.GOm 
., .I. .L cw. ...... ,-, ,,;:u.g 􀁕􀀮􀁾􀀠(mad. with Cops::erl'le;ltlltimortts) DO NOT 8URN BASE UP , W211, <0 54 /!O -􀁾􀀷􀀠69 90 •00 _. lC!1 116 􀁬􀀺􀀺􀀡􀁾􀀠150 165 <) 􀁩􀁵􀁾􀀠a." P.T·19
Mvd. .. A1-I9 M.d. AT·IS M.d. -AT·.s Mod. AT·19 Med. ).·21 "'ed. AT·19 Med. 10·21 Med. AT·21 Med. AT·l$ MO<!. ...·21 lded . AT-21 Med. AT••! Med. AHI M.d. Ui'/!f 􀁑􀁾􀁈􀀠Calk IJM 􀀢􀁾􀁊􀁢􀁬􀁴􀁵􀀠􀀢􀀢
􀁡􀀺􀁾􀁊􀁴􀁬􀁴􀀠I !16.12. 􀁾􀀠Duulpdon 􀁮􀁇􀂷􀁦􀁴􀁾􀀮􀀠l'U·t)). QI1. V.6qam 1?alfll;. Cle.r IS' I 12Q.....-.. -r'V·eeam Tt;,lft", CO.... ISS< 120 Wan·S_, '!Iat!Ie 􀁋􀁴􀁹􀁾􀁬􀁯􀁮􀀠􀀷􀁾􀀧􀀠120
V.Seam birlC. C.o<l.f :!liS 120 V·a.,m T,a/Ii<:. Clolat ase. 120 'MIn·s.y., '!la/tic: Krypl<>n 77sa 777_ 120 V-8eam 􀁔􀁴􀀮􀀬􀁾􀁣􀀬􀀠Cleat :197 120 v·aoom rna/pc, a..r :198120 V.a.am
'!tolfie. Clo;)r 291' 120 V·Se:sm TtaHIc. C:eat 36•• 120 􀁗􀀮􀁉􀁉􀁾􀁓􀀻􀀱􀁖􀁉􀁦􀁕􀀠'Traffic Kcyptf)n 75&_ 120 􀁗􀀡􀁬􀀮􀁉􀁴􀁾􀁓􀁡􀁷􀀬􀀠T(airtc KtYOron 7SS_ 120 V·S••m Trafl!e. COOar 645_
, 120 v·s••", ...ffie. C:.'" $I 120 V·S• ..., Tr.,1!e. COOl 37•• 120 Wart·S_r 􀁔􀁉􀁬􀁬􀁉􀁾􀁣􀀠KtyPlon 4il0120 􀁔􀁴􀁾􀀨􀁦􀁴􀁣􀀮􀀠Obstt Clear 4Zl 4:2"'_ 120. '!rolf.,. 0_. Clear 735. .
120 "VIall·Sawr Trolr.o 􀁋􀀬􀁹􀁾􀁬􀀢􀀢􀀠7S"_ 60 V-Seam Traf6c. CieRI <86 60 V-8eram it::tlnc. C;eal i 1.87_ 60 V·6nm 'Tt'rufic. O.eal 4854 60 Clan.... F1b" c.e·ltv C.C·I1V C.CollV C.e·l1V
C.C·llV C.Co\1V C.C·I1V C,Col1V C.CollV C.C·I1V C.COI1V C.CollV C.C·IIV C.C·llV C.C-'1'I C.C·llV C.C09 C.c.o C.C·I1V C.C·llV C.C· 11 V C,CIW Mas. A9,'n. ll't'" V,.: 􀁾􀁤􀀮􀀠mllli:1 calllr
tt... 19!" 01"'1\$ \.JIu,11I R.illiCl -4'/. 􀁾􀀰􀀵􀀠2"16 650<l-&!>l0 411, 􀁾􀀰􀀵􀀠?"/14 5500·0500 J,:/J 650 :2'he 7500·4500 -431. G50 2'/1. $500-6500 􀀴􀁾􀀱􀀬􀀠$50 2'1,. 􀁾􀁓􀁑􀁯􀀭􀀮􀁳􀀻􀁊􀁏􀀠4'1.
810 'a'I,. 7500-8500 4'1. 610 2'1" 7500·8500 .'It 410 2'/,. 1500-8500 4'/. m 2'/11 7S0o-asOO "'ll. &00 􀁾􀁴􀀠75OQ-e500 􀁾􀁐􀁬􀀬􀀠1040 2ll1_ 7500·8.00 4'/. 10.0 31 7500-8.00 4'1. IOSO
,'/" 5500-':00"",., 10eO 'J,1/iC" 5500·6500 ,1I/t6 1080 Z.'J14 5500·6500 4'1. 1200 . at 7500·8500 41/. 1280 a',,, 􀀷􀁾􀀰􀀰􀁾􀀵􀀰􀁑􀀠(", '2!1l1 3t 7:soo.aSOO .,4llJUI n:so 3t 7SOo.aSOO
,,"II/UI 17Sa ,Sf 5500·6500 04 li/ll nso 3t 5500·6500 4 11,.. 1950 at 7500-8500 Lane Changer Lam.psI W.tb 􀁉􀀢􀁾􀀠1.1£1 " 􀁬􀁉􀁵􀁃􀁬􀀧􀁩􀀭􀁾􀁬􀁫􀁬􀁁􀀠ump Otdel Cod, IDd Ay.lhal. Valb;efJl
.20 1:11·1:),1 􀀱􀀱􀁦􀁊􀀭􀀱􀀲􀁾􀀠125-_ 114. P'<j. 􀁑􀁉􀁾􀀠Clau 'M Fil2!1 􀁾􀁵􀀮􀀠lIv•• \1"'. U • .,. 110" R\1I'1\1t 50 IHO' MO<!. 􀁋􀁲􀁹􀁾􀁬􀁯􀁮􀀠RellectOI P.4d 􀀴􀀱􀀲􀁾􀀠24 C.Co' 􀁾􀁬􀁬􀀯􀀧􀁾􀁏􀁡􀀮�
�􀁯􀁓􀁏􀁏􀀠Krypton Aat1;ctor 􀁇􀀨􀁾􀁾􀁮􀀠. 􀀴􀀱􀁾􀁓􀀮􀀠2' C.C·g 3lft. 5500-6500 Kryplon f\ellecU). Amber 4.127111 , 24 C.C·g 313'1\. $.S()O.&500 "Wil!! Ktyplon gas. H<Jrizonl.,1O base
up 􀁣􀁵􀁲􀁮􀁩􀁮􀁾􀀠only'-flO .... down. PedestriaD Signa.l Lamps (WalkIDon't Walk) w.ttt eo , llm9 (lrdl, ",., aftt AU!J2f)1t l<IIb .... 􀁬􀀲􀁥􀁴􀁃􀁦􀁾􀀬􀁕􀁯􀁡􀀠􀁾􀀱􀁕􀀹􀂷􀁓􀀠15 115
...·Z1t Mod. PorH..'>d Clranqo 􀁾􀀶􀀲􀀱􀀠(\0"11 .oclI) N. Class .... u....11<,. "d C'trt. II"" 􀁑􀁉􀁾􀀠filal' 4". II"" •• 120 C.C·; 􀀡􀀺􀁾􀁉􀁴􀀠􀀷􀁾􀁯􀁯􀀭􀁥􀀵􀀱􀁬􀁏􀀠. "=.,. Distributedby:
PARADI&If Traffic Systems, Inc. 20 P. O. Box 14509 FortWorfh,1X 76117-0509 817-831-9406 ex: 817-831-9407 
PEl..CO F>ROOVCTS. INC. PLASTI_ BACKPLATES SIGNAL NO OF VACUUM FORMED I FLAT .156 FLAT .0937 SIZE •SECTIONS .125 ABS I ABS POLYCARBONATE 8" 1 BK-1012BK-2001BK-3001i 8" 2 -BK-2002BK-3002!
8" 3 BK-1006BK-2003BK-30038" 4 -BK-2004BK-3004-,8" 5 -BK-2005BK-3005\ ! 12" 1 BK-I001BK-2006BK-3006􀁾􀀡􀀠12" 2 BK-I002BK-2007BK-3007I 12" 3 1/BK-I003..... BK K-3008• /;;;. 1211 4 " BK-I004
) BK 2009-I BK 3009 12" 5 BK-1005BK-2010BK-3010lJIaIrIbllU!d hi: PARADIGM 1'ndfk Systems, Ine.Section of Vacuum Formed Backplate P. O. Box 14509 Fort Worth, TX 76U7..0509 VACUUM FORMED
817-831·9406 &:: 817-831-9407 1. 5/8" flange on all sides glvmg much greater rigidity and structural integrity. 2. Designed to fit precisely each manufacturers signal head. 3. Fabricated
froin black UV stabilized plastic sheet with hair cell finish on front side and smooth finish on back side. 4. 3" corner radius on all corners. 5. Provided with necessary h.ardware to
attach to signal head. SIGNAL MANUFACTURER LEGEND AUTOMATIC...............A COMBINATION TCT........................C BACKPLATES· EAGLE.....................E SIGNAL SIZE NO OF SECTIONS
FLAT .156 ABS 12-8-8" 3 BK-201212-8-8-8" 4 BK-201312-12-8-8" 4 BK-2014ECONOLlTE (OLD ALUM)••• 11 ECONOLlTE (POLY).•••.•.. 12 ECONOLlTE (NEW ALUM) .• 13 TRAFCON..................T SAFETRAN
(ALUM)........ .51 SAFETRAN (POLY)...•••.. .52 3-M.......................M MARK I'L................F McCAIN.......-:: ...........N WINKOMATIC. .. .......W Any combination of backplates
for signal heads are available. Ask for quotations for combinations not listed. 320 S.W. 18th. Edmond. Oklahoma 73013 • (405) 340-3434 • FAX: (405) 340-3435 SECTION 8 Buu.ETlN NO. 115
1/4/90 
Ast. g-Urac® ONE-WAY BRACKET ASSEMBLIES The Astro-Brac in its various configurations is a truly universal system for mounting signals. The Astro-Brac is designed to facilitate the mounting
of any size or combination of signals to any size and shape of mast arm or pole. This complete adjustability is not possible with other types of rigid mountings. ITEM 6 7, j;< :;. ®
DESCRIPTION PART NO. STANDARD BAND BRACKET ASSEMBLY ................ AB·0116-L-L CABLE MOUNT BRACKET ASSEMBLy .............. ; ..... AB-Q125-L-L TENON MOUNT BRACKET ASSEMBLY ......................
AB-0137-L ARM KIT, Standaro 9'.................................................... , ....................... AB-4000 CLAMP KIT, Band Mount ............................................................
...... AB-3004-L CLAMP KIT, Cable Mount ................................................................. AB-3009-L CLAMP KIT, Tenon Mount ............................................................
........ AB-301 0 8 GUSSETED TUBE w/Vinyllnsert.................................................AB-2003-L 􀁾􀀠1. PLEASE SPECIFY TUBE SECTION & BAND OR CABLE LENGTH REqUIRED. i.e.. AB-0116-3·29
FOR A STANDARD l-WAY 3 SECTION ASSEMBLY WI 29' BANDS. 2. SEE ASTRO-BRAC CLAMP KIT BULLETINS FOR BAND <I CABLE LENGTHS AVAILABLE. 3. SEe: ASTRO-BRACTUBE BULLETIN FOR TUBE LENGTHS. l»Jti1l'VlldbrPARADI
GII TnfIie Systems. Inc. P.o._l«509 IJ'ortW.....U 16117.0509 811--831-940& fI: 111-831-9407 @320 S.w. 18th St. • Edmond, Oklahoma 73013 • (405) 340-3434 • FAX: (405) 340-3435 SEcnoN
1 aUu.ETIN NO. 154 4{'Slge 
7090 Incandescent Pedestrian Signal prunt􀀱􀀳􀀱􀁡􀀮􀀨􀀮􀁾􀀠T certified ITE color and intensity T bright, crisp blankout message T if' high symbol-exceeds FHWA minimum message size T
l-GRATE visor virtually eliminates surtphantom T vandal-resistant construction DIstrIIn.tIdby: pAllAD.Ria.f TndJic: Systems, 􀁉􀁲􀀭􀁾􀀮􀀠P. O. Dca; 14S09 FortWorIII,'IX 7Q17-0509 817-831-9406
lie 817-831-9407 When you first look at a Model 7090, you see a sign of experience-it comes from more than 25 years building pedestrian signals here at Indicator Controls. Look even
closer, and you'll find signs of quality and durability that havemade it our most popular signal ever. Like the bright, crisp message, perfected over years through innovative design
and manufacturing techniques. The rugged Z-Crate sun visor that virtually eliminates sun-phantom. . And there's our patented clamshell mount, which makes installing the 7090 a quick,
clean process. (Once it's installed, there are features to ensure it lasts for many years to come.) So when you're looking for an incandescent pedestrian Signal, look for signs of experience.
You'll find them at IDC. 
",\ T General b) dc_,harabolic reflector7090 Specifications The subject pedestrian Signal shall be designed to c) lamps and lamp sockets fit the same mounting brackets employed by d)
Z-CRATE WPe sun visor California type A. B, C, and GPedestrian Signals. The inside face of each message seeton shall 1tJrlhennore, construction design shall be compabble be silkScreened
with a transparent coating of an with Clamshell mounting hardware. appropnate color in the symbol areas to produce a The general oonstruction shall include a single portland orange "HAND"
symbol and an incandespiece cast aluminum housing, a single piece double ceni white "WALKING PERSON" symbol when 􀁩􀁉􀁉􀁵􀁭􀁾􀀠pa[llb9lic reffector, a two symbol two color message oated
by a clear A21 traffic signal lamp operating .. .':' 􀀬􀀻􀀬􀀻􀁾􀀧􀁡􀀠􀁳􀁬􀁮􀁧􀁬􀁥􀁊􀁬􀁾􀀡􀀮􀁾􀁩􀁾􀁵􀀡􀁔􀁬􀁩􀁾􀁵􀁲􀁲􀀡􀀬􀁳􀁷􀁩􀁾􀀮􀀧􀁤􀁯􀁯􀁲􀀠at rated voltage, The entire background shall
be a .. ;,' ,," '"" fiaill.'􀁡􀀧􀁢􀁬􀀧􀁡􀁮􀁬􀁩􀁯􀁵􀁴􀁾􀁳􀁩􀁩􀁮􀁶􀁩􀁳􀁑􀁩􀀮􀀱􀁷􀀶􀁁􀀲􀁴􀀮􀁉􀁾􀀠fired ceramic mask, black In color, life traffIC signal lamps, and approprtate sockets ..,
,Double Parabolic Reflector and other hardware, The design shall optimize A single piece double paraborlC reflector shall be performance p€r una of energy consumed and shall \/aCUum
formed from 0250 inch minimum 􀁴􀁴􀁩􀁬􀁃􀁫􀁮􀁾􀀠accommodate 60, 67, 69 and 116 watt lamps, textured polycarllonate plastic, The texture shall be Optically, the subject pedestrian signal
shall be on the bulb side ofthe refiector and shall conform to cap;lbIe of displayq;, br'iej1t1y and uniformly, the alter-. C64 or C£6 pattern or equivalent for rigllt unifbrrnRY, ,
􀁾symbol mesSages "HAND" in PorUand orange, The lamp side of the reflector shall be reflector· aild "WAlKING PERSON" in whae. When subjected •. ized by VaCuum deposition of an aluminum
coating ,to 􀁳􀁴􀁲􀁯􀁯􀁧􀁡􀁭􀁢􀁩􀁥􀁮􀁴􀀬􀁬􀁾􀁴CiJnditions, the f'lessages, which shall in tum be protected by a hard wear sh<lll 'bimkout"Yo:Ilen the signal is not energized, resistant
coating, , , The signal shell tie furnished complete with two The two sections of the reftector shall be divided A211laffic signal lamps installed, In order to facilitate . by afull
,depth 0,040 aluminum divider that properly installation and maintenance, the signal shell·be mates with the message lens to effectively prevent deSigned so that all COOlponents are
readily <£:CeSSible light spillage from one section to the other. from the frontbyffierely opening the signiJI door. .., Message Lens T Dimensions and Weight Two lens malenals shall
be available as follows: The maximum overall dim<insion of the signal shall aJ STANDARD: 0.187 inch tempered glass with be 18.5 inches wide. 18.75 inches high and 9.0 the outside surface
textured to eliminate inches,deep, lru:Iuding the Z,Crate sun visor and message "hot spots". hinges, The distance between the mounting surfaces b) OPTIONAL: 0.250 inch polycarllooate
plastic of the upper 􀀨􀁮􀁣􀁩􀁮􀀭􀁳􀁨􀁵􀁾􀁯􀁣􀁫􀀩􀀠and the lower 􀀨􀁳􀁨􀁵􀁾􀁯􀁣􀁫􀀩􀀠with C-64 or C-66 pattern texture on the openings shall be 15,75 inches. On models with outside surface
to eliminate message "hot shunock on top and bottom, the distance between spots". openings shall be 16 inches. The lens shall be located at least 1.75 inches The weight of the signal,
excluding mounting away from the closest glass envelope extremity of hardware. shall be 21 pounds maximum. the ANSI Designation A21 traffic signal lamp, " Messages The inside of the
lens shall be fitted with,a one Message configuration shall be the "HAND" symbol piece EPOM neoprene gasket fitted aroulfJl the, , internally illuminated with a portland orange color
perimeter such that a weatherproof seal is afforded source on the left half of the MBS (message bearing whenever the reffector, lens, door (rame. and case surface) and a "WI'lKING PERSON"
s;mboI internally are properly mated, ' ' .''f.. " . , • ': illuminated with an incandescent while color source T Lamps and Lamp Sockets 0riih8 right haW of the MBS. The pedestrian signal
shall be completely equippedThe'-HAiiiO" and ·WAl.lliNG PERSON" symbols with Ilaffic signal lamps and sockets (one set for each sheil eac/i,tJ<j'll minimum of fl:i!1Ch.asili Ilelgh'tiioo
section 0; the dOUble paiabclic reftector), Each lamp .. ••'7 inches iiiwidth, Message connguration. color and shall be V-lleam, clear, group replacement A21, .site shall be Class 3
as defined 􀁾􀁴􀁨􀁥1.i.E. EQuipment 8000 hOUr rated life, horizontal with medium base. .􀁓􀁬􀁡􀁊􀀱􀁤􀁡􀁲􀁾􀀬􀀠'Pedestrian Traffic Signal Conlrol Signal Each lamp socket shall be accurately
positioned so 1nd"lCations' dated March 1985, Intemal 􀁩􀁬􀁬􀁵􀁮􀁬􀁾􀁾􀀿􀁾􀀠c, 􀀬􀁾􀁯be centered and prefocused In its respective Sliail be provided by an incandescent 􀁜􀁾􀁾􀁾􀀺􀁾:a;:,
􀀧􀁾􀀻􀁾􀁾􀁑􀀡􀀧􀀡􀀩􀀨􀁬􀁦,the r.e.ffeclor when the above described colored lens, '" . ".IilffiPs are installed. Y Opt' .:':'.:' ,'"'ii. 􀀧􀁾􀀢􀀠.. Maunu,no shall be to an aluminum plate
so as toleal System . 􀁾􀀠.,'" 􀁾􀁻􀀢􀀠. . ;J 􀀻􀀧􀁬􀀡􀁾􀀠The optiCal system shall be 􀁤􀁥􀁳􀁩􀁾􀁩􀁑􀀬􀀮􀁾􀀠to minir' 􀀭􀀻􀀧􀀻􀁾􀁾􀁬􀀱􀁜􀀡􀁉􀀺􀁾􀁣􀁴heat 8W<ri from the socket. . the
retum of the outside rays entertng the unit The lamp socket may be made of molded 􀁾􀀺above holi2Dlltai (known as sun phantom), The Bakelite, mOld.ed phenolic. or ceramic and shall be
optical system shall consist of, provided with a brass screw shell With lamp gnp, a) two symbol two color message lens Each lamp socket shall be provided With one 
'\ , 7090Spectfications con't. coki,edlead (llOO-White and noogreen) from the socket and one white lead from the sheH, Leads shall be 18 AWG and shall be wired to respective tenninals
of athree tenninal pair screwlype 􀁴􀁥􀁲􀁭􀁾􀀠nal block. The IWO white wires shall be connected to acommon lenninal. The tennlnal block shall be located inside the pedestrian signal
housing. . T Z .{;RATE visor Each signal shall be provided wilh aZ·CIwE type visor designed to eliminate sun phanlllm. The Z:Crate type visor shall be installed parallel to 1Ile face
of the "IWlDlWAlJqNG PERSON" message. The Z.crate visor assembly shall be held in place by the use of stainless steel screws or lens clips, The Z-CIlATE assembly shall consist of a minimum
of 20 straight horizontal louvers and 21 zjg·zag pattern horizontal louvers. Every otherlbrrned louver shaH be reversed so as to form cells 1 inch square but rotated 45 degrees 1i'om
hoIizontal to provide diamond shaped cells when assembled. Each diamond shall then be bisected by a straight louver inserted between each pair of Ibrmed zig-zag louvers. ·Where each
apex of each Ibrmed louver comes In contact with 1Ile interspersed stroight louver, the entire length of the joint shall be chemically welded. The basic material used in construction
of the Z.cIlATE visor shall be nominally 0.030 thick and shall be 100% impregnated black polycarbonate plastic processed with a ftat finish on both sides. The assembly shall be enclosed
In a mounting /Tame constructed of 0.040 minimum thickness aluminum. This /Tame shall be 1.5 Inches deep and shall contain mounllng holes for Installation directly Into the pedestJian
signal door /Tame. .., Case The case shall be one piece corrosion resistant aluminum allOy die casting complete with Integrally cast top, boltom, sides, and back. Four Integrally cast
hinge lug pairs, IWo at the top and IWo at the bottom of each case, shall be provided for operation of a swing dOwn door. The case when property mated to other pedestrian signal components
and mounting hardware shall provide a dustproof and weatherproof enclosure and shall pro'olide Ibr easy access to and replacement of all components. Three versions of the case shall
be available. The first version shall be supplied with Clamshell mounting hardware Installed (ordered concurrently) Ibr Installation of "pole LEFT of message.· The sec· ond version shall
be the same except intended Installation shall be ·pole RIGHT of message.' The third version shall contain upper and lower openings as described below, suitable for either post top or
bracket mounting. The first and secOl1d version need not include upper and lower openings but when provided shall be adequately plugged. The openings included in the third version shall
accommodate standerd 1.5 Inch pipe brackets at the top and bottom of 1Ile case. The bottom opening of the signal case shall haw a shurlock boss integrally cast Into 1Ile case. The dimension
of the shul10ck boss shall be as follows: Outsicte'diameter 2.625 Inches; Inside diameter 1.969 inches; number number of teeth 72, angle of teeth 90"; and depth of teeth 5/64 inch. As
an option, ashuliock boss of the same dimensions may be ordered for the top opening on the case. The teeth shall be clean and shalTl and provide full engagement The radial angular grooves
of the shurtock boss, When used with shurlock fittings, shall provide positive positioning of the entire signal to eliminate rotation or misalignment of the signal. T Door Frame The
door /Tame shall be a one piece corrosion resistant aluminum allOy die casting. complete with two hinge lugs cast at the bottom and two latch slots cast at the top of each door. The
door shall be attached to 1Ile case by means of two Type 304 stainless steel spring pins. TWo stainless steel hlngad bolts wilh captive stainless steel wingnuts and washers shall be
attached to the case with the use of stainless steel spring pins. Hence, latching or unlatching of the door shall require no tools. V Painting Prior to final assembly; 1Ile case, door
/Tame, Clamshell mounting, and visor (aluminum portion only) shall be thoroughly cleaned and lIlen el£hed with an Iron phosphate solution. An appropriate chemical sealer Is then applied.
Atop grade T.G.I.C. polyester powder Is electrostatically applied and oven baked. This process yields a quality, durable finish, 
7090 Spedficatians can't. 7090 Options T Warranty lI1e entire pedestrian signal, includingZ-cRATE 'lisor, 􀁾lens, oo..tJIe paIOiloflC relIectDf. lamp sockets. case, and door iTame (bUt
not the A211!aflic signal lamps) shall be warrnnted fur two (2) )'lars from the date of original shipment against defects in wall<· manship and/or materials. T Paint Options Paint Door
Aat Black Paint Housing Olive Green Paint Housing Federal Yellow Paint Housing Gloss Black Paint Housing Aat Black Paint Housing Aluminum T Mounting OptiOns Clamshell 2 Mounting (pole
left of message) Clamshell 2 Mounting (pole right of message) Clamshell 3 Mounting (pole left of message) Clamshell 3 Mounting (pole right of mesSage) Maintenance HOusing (one side plugged)
Maintenance Housing (both sides plugged) Rat Pole Adapter Conduk Side Entrance Kit Allen Head Bolts (set of 2) Steel Spacers (set of 2) cast Closed Top and Boltllm Add Shurlocl< Top
Port T Visor Options Open Visor in lieu of Z-CRATE 'lisor Open Visor in addition to Z-CIWE 'lisor .,. Other Options Substitute 1/4" Polycarbonate Lens Substitute Rotatable Lamp Sockets
Substitute 69 watt Lamps Substitute 116 watt Lamps Substitute 60 watt Lamps , ;1. o IDC Indicator Controls ICC-7090 • 4/94 
􀁾􀀠. . \ , Clamshell Mount Pedestrian Signal Mounting Hardware Model 4835 " 12-position terminal block " clean,. simple installation " patented, reversible design for left or right
hand mounting " flexible mounting, including .through-bolt and band-it " 􀁶􀁡􀁦􀀱􀁤􀁡􀁬􀁾􀁰􀁲􀁯􀁯􀁦􀀠exterior lock • 1IItiId1IIlItetJ;:.PARADlG'H TraIJic Systems, Ir::. P. O. Box 14509
FortWorda, TX 76117-05(;9 817-831-9406 &:817-831-9407 From procurement through installation and on to maintenance, our Model 483S is built to make everyone's job easier. Whether you
prefer bolting or banding, 􀁩􀁮􀁳􀁴􀁡􀁬􀁬􀁡􀁴􀁩􀁯􀁾􀀠of the 4835 is quick and hassle·free. Add the further flexibility of a patented design that's reversible for left-or right-hand mounting,
and most of the headaches ofstockpiling disappear. Since a single hex key gives you. full access to the wiring block, it's hard to imagine how servicing could become any more conveilient
And by Creating a simple, stream.. fu:1ed shape, the 4835 even makes signats easier to look at. at. Of course, there is one group the 4835 makes things tougher for-vandals. Its exterior
lock and solid construction asSure that. Which should make everyone else's job just that much easier. 
Y Specification Model 4835 " ; " The subject mounting hardware shall be a Y Improved Mounting Location two-plece, cast aluminum alloy assembly. The. The subject mounting hardware shall
allow two separate castings shall be Joined In the a 'pole to pedestrian signal' clea.rance of . final assembly by the use of stainless steel approximately 3 inches thus provfdlng stronger
spring pins. The spring pins shall be factory and more rigid .mounting than conventional installed into the hinge ears which shall be bracket mounts. This cloSe spacing between integrarly
cast into the pole half of the sssemthe pole and the pedestrian signal in most bly. Final mating of the two halves shall be locations should reduce the vulnerability to accomplJ,,!hed
by inserting the spring pins into damage by curlH1ugging trucks and should the drilled hinge ears of the head half of the be esthetically more pleasing to the eye. assembly (looSe fiI).
. •C" Y Vandal Proof Installation Y Applicable Installations The head half of the assembly assembly shall be secured The pole half of the assembly shall be designed to the pedestrian
signal with four %6 Inch bolts. to adapt to a wide range of pole configurations The pedestrian assembly shall be mounted on (4 inch minimum diameter). The pole mating . the pole by lining
up the mounting pins of the surface shall be configured much like terminal pole half vilth the mounting ears of the pedes· compartments used for conventional bracket trian assembly and
lowered to the permanent mounting. position. The pedestrian assembly shall then The half of the assembly mounted to the be rotated until the clamshell is closed. Locking pole shall not
weigh more than 3.4 pounds; is accomplished by inserting the flat head thus facilitating rapid Installation. socket bott and tightening with a "'16 Inch allen wrench. Y Adaptable Mounting
Unit construction shall allow for through-bolt, Y Terminal Block and Dual Wiring bolt to tapped pole, lag screw and band-lt type Twelve sets of screw terminal pairs shall be mounting.
Through bolt mounting shall accept located on a terminal block in the pole half of two 112 Inch diameter hex head bolts located the clamshell assembly. A corresponding rain on 9 inch
centers. A channel with a recessed shield shall be provided in the upper third of shoulder shall be included to retain the bolt the pole half to prevent water intrusion. head (or nut)
and thus prevent rotation. A closed cell neoprene sponge gasket shall Clearance shall be provided on the mating half be provided on the mating surfaces of the two of the assembly such
that the bolt can extend halves of the assembly to complete the rain-through the nut when it is desired to enclose tight construction. the nut and batt end rather than the bolt head.
Provisions shall be provided to allow wiling The clamshell mounting system shall include to the field wires by conventional screw type an option for batting directly to a tapped pole
terminals or by quick disconnects. Field wires or lag screwing directly to a wood pole. Steel shall be either AWG 12 or AWG 14. spacers with a 9/16 inch hole to slip over the When pedestrian
signals and clamshell shank and under the head of the mounting mounting hardware are ordered concurrently, bolt or the lag screw shall bejIYailable as an the clamshell mounting hardware
shall be extra cost aCCessory. mechanically assembled and wired to the ': Band-lt.type mounting shall􀁾􀁥􀀠provided by pedes!Oan signal on the side specified. If top .integrpjly casting two recessed slots near the and bottom holes exist In the mating pedes-. . . top an,d l¥>tt9mgfthe
pole half of the assembly. trian signal, such 􀁨􀁯􀁾􀁳􀀠Shall be piugged as The 􀁣􀁯􀁲􀁮􀀬􀀧􀁜􀀧􀁬􀀧􀁬􀀾􀁧􀁾􀁜􀁉􀀱􀁬􀁳􀀠slot shall be relieved.,lq􀀬􀀺􀀬􀁾􀁴􀁨􀁥􀁃􀀡􀁡􀁭􀁳􀁨􀁥􀁬􀁬􀁬􀁮􀁳􀁴􀁡􀁩􀁬􀁡􀁴􀁩�
�􀁮􀀠procedure. prevent d(!mage to the band-lt 􀁴􀁹􀁰􀁥􀁾􀁰􀁐􀀮􀁲􀁥􀁧􀀺􀁩􀁳􀂷􀀧􀀺􀁲􀁾􀁾􀀧􀁉􀀱􀂣􀀮􀀮􀀠 mi;Ite!lal. Approximate dimensions of each §l'" mifht'sllbJect clamshell mounting
hardware shall be 7;8 inch wide and lA1 inch deell tl)us' 􀀻􀀷􀁡􀁳􀁓􀁡􀁭􀁾􀀬􀁟weigh weigh 8.3 pounds maximum. adequately retaining %inch strapping I)laterlal. :::'1 '.<) .•,; . 1􀁾􀀬􀀱􀁃􀁲􀁾􀀠;
􀁾􀁾􀀠 Y DimenSIOns Y 30 Degree Adjustment Height 111/4 inches maximum The bolt hole shall be elongated from side to Width 5 1/2 inches maximum (including side and the recessed shoulder
shall be curved hinge ears) to allow rotation of the installed assembly 15 Depth 3 %inches maximum degrees in either direction from center for a total of 30" (when installed on a 4 inch
pole). 
'Y SpeCification con't. Model 4835 'Y Painting Prior to final assembly, the clamshell mounting herdware shall be thoroughly cleaned and then etched with an iron phosphate solution. An
appropriate chemical sealer is then applied. For all gloss finish colors, a top grade T.G.I.C. pciyester powder is electrostatically applied and oven-lJaked. To provide a true low luster
flat black, an epcxy hybrid poWder is applied in the same manner. This material chalks black and is otten referred to as a 'self cleaning' flat black. This process yields a high Quality
and very durable finish. ' 'Y Warranty The clamshell mounting hardware shall be warranted for two (2) years from the date of original shipment against defects in workman· ship and/or
materials. 'Y Applicable Patent The product described herein is protected by U.S. and International patent number 4.101.191. 'Y Assembly Drawing Model 4835 j;:;: ' 􀁾􀀠o 4835H U.S. PATENT
4.101,191 tlIO rzl Slat SI'M:ERS «(WHOM: PAlT 􀁾􀀬􀀠lI8261 TO ae Ust!l1lllfJI FAS1(Jlmo TO TAI'PfD IIOi.£ or ;Qi(JI1JJi SCJM AlE USED {1IQOt POUt 'So oor !!Ex !lEAD IJ1 IlIlf w: IF SEJr(ICElI1UTIl
H£l.sQClEf, IIlDEl .e:ss..oaE (OPrtOlU wItH (ONr;Q[t (jIIWlCE PRllY'toU rmea lIr -").[ tlllAI([ fil)! I£IItSIRfAIIIIW lill" •.or .,. 􀁾IS U$tPO a m Ellm.. I'IU .111210 IIfAIlQ.lS. 114
􀁾t'I. INID-tl El(.llUla.--'U, JC), qUI! lS fASI'£.II(1 I'tt 1Jt: PSI lIOII 41 lIE mlOll'l'. .,IJ£$ »( TDn/1IoI1m wnv ".IIQ Ilsc.ONIl(US. 19 IIUI' 11 Fl.E'IiTQ MO'ot illS .. l!!!!fu
A. 􀁾􀀮􀀠ctIItfJU ElruJfCB I)It BOn! t.m J.IID RIGlir SUIU faR ur£Wl ElIrll.lJ(:E 10 tLAftmll.. C. llIO (2) AllOt 30UfT )lUG IOU! iG'HIlIf: UlH KO. 􀁾􀁬􀀱􀂷􀀱􀁊􀀱􀀠ro IE VSJD _II HSf£lltMG
Til TAPPEn 1'(\(1, 
T Options Model 4835 /T Model 4835-0CSE: Clamshell mount with optional conduit side entrances. The pole half of the clamshell assembly shall be provided with 1/2 inch tapped conduit
entrances on both left and right sides to facilitate exterior pole wiring. Conduit entrances shall be sealed with removable insert (Part No. 4853) at time of shipment. T Part No. 4826:
Steel spacers. Required to raise .bolt hex head above locking groove when mounting method includes tapped hole in pole or lag screws In wood pole. Spacers include 9/16 inch diameter
hole to readily accept 1/2 inch diameter mounting bolts or lag screws. Head mounting half of clamshell is relieved to accommodate head of bolt. T Paint Options Olive Green Federal Yellow
Gloss Black -'" , -􀀮􀁾􀁊􀁮􀁴􀁥􀁲􀁳􀁥􀁣􀁴􀁩􀁯􀁮􀀠Development,,-<l.. . • 0 l' , • 􀀨􀁾􀀩􀁩􀁩􀁥􀀺􀀠_ po R" • 1511 E. Orangelho!pe Avenue, SUite A Fullerton, 􀁃􀁡􀁉􀁾􀁯􀁭􀁩􀁡92631 USA Tel:
(114) 447-0355 ICC-4835 • 10/92 o 􀀡􀀲􀁾􀁊􀁗􀁬􀁬􀀹􀀡􀀡􀀡􀀡􀁴􀁬􀁏􀁾􀁥􀀡􀀡􀀡􀀺􀁏􀁬􀁳􀀠 
SPECIFICATIONS SHEET AGENCY: REF'.: PELCO NO.: PUSH BUTTON STATION ASSY. W/O CABLE GUIDE 9" x 12" W/LONG LIFE SWITCH W/2-MUSHROOM PLUNGER COVER ASSY. SE-2013-08 , Distrl1J1Ih!d hy: PARADIGiIf
Traffic Systems, Ir: P. O.:sa: 14S09 FortWorda, TX 76117-0509 817-831·9406 Is: 817-831·9407 -2 9-9 I 1 ITEM 2 :3 4 5 6 ·7 8 9 PELCO PART NO. SE-2013-08 SE-2009-08 SE-0218 FS-2020 FS-4208-SS
FS-3901 . SE-0219 FS-4000 F5-2001 5E-0245 DESCRIPTION COAT OTY PUSH BUTTON STATION I>SSY. W/O CABLE GUIDE. 9" x 12" 1 W/LL SWITCH W/2" MUSHROOM PLUNGER COVER ASSY. ROUND PUSH BUTTON
COVER ASSY. W/LONG LIFE SWITCH W/WIRE LEADS & LED INDICATOR ................_._... PXX 1 PUSH BUTTON STATION BODY W/O CABLE GUIDE. 9ft x 12--............_.............................,...............
................................-......-._.............. BOLT, HEX. HD., 1/4"-20 x ;:3/4􀁾􀁟.... _ ..................................._. PXX ZN2 1 2 LOCKWASHER, SPLIT. 1/4·:..........................
.............................................. SS ·6 SCREW, SOCKET BUTTON HD.. 1/4"-20 x 3/8·:.................... ZNl 4 SUPPORT ANGLE. ALUM ............_............................:................
............... PXX 2 FENDER WASHER. 1/4· x I" .................................................................. ZN2 4 BOLT. HEX. HD.. 1/4"-20 x 5/8·:................................................
....... ZN2 4 THREADED PLUC. F'OR. 1/2" CONDUIT OPENING........................ PNC 1 􀁡􀀯􀁓􀁡􀀯􀁾􀀡􀀵􀁪􀀠REV. 3/61S5 SHEET...L 0,_'_ 
􀁾􀁃􀁬􀁩􀁜􀀡􀁴􀀮􀀠PEr: 􀁾􀁓􀁔􀁒􀁉􀁁􀁎􀀠SIGNS\1V PtLCO PROQUCTS. INC. SF-IOOI SF-I002 SF-I003 SF-I004 SF-I005 SF-I006 SF-I007 SF-lO08 PUSH PUSH PUSH BUTTON FOR WALK-SIGNAL PUSH SUTTON
fOR WALK SIGNAL TO CROSS BUTTON BUTTON + SIREn fORFOR PUS); surrON-WALK WALK WIJT rOR WAUC SiCiliA!.SIGNAL SIGNAL --03,-04,-05 -03,-04,-05 -06,-08,-09 -01,-02,-03, -01,-02,-03, -01,-02,-03,
-01,-02,-03, -06,-08.-09 -06,-08,-09 -06,-08,-09 -05,-08,-08, -05,-06,-08, -05,-08,-DB, -05,-08,-08, -09 -09 -09 -09 TO CROSS TO CROSS SyREcr .... SfRen.,.. PUSH SUlTON PUSH sunON W"IT
FOR WAIT rOR WALK SleNAL WALl( 510NA" TO CROSS STR£rr JIIUSH BUYlON WAlT rOR WAUC SIGNA!. SF-I009 SF-IOIO SF-lOll SF-IOI2 fO CROSS TO CROSS TO eROS'S ",STRetT STRetl .. STRf:ET ....
PV$H eunoH PUSH SUTTOM PUSH BlITTON 􀁾􀁾􀀠",-"", ...1_ 􀁉􀁊􀁾􀀠.(J -""-'*.."'7'::=-tJ --..􀀡􀀴􀁃􀁾􀁬􀀠I'\IS.......􀁾􀀠􀁉􀁬􀁾􀀠􀁻􀁉􀁾tJ _.--..TO. tJoQ'IJ ""''" ....nooo13 ""-'..::::.::::..
􀁻􀁉􀁾........f=.􀁾􀀽􀀮._-03,-05,-OB, -03,-05,-08, -03,-05,-08, 5" x 7" 5" x 7 3/4"-OB,-09 -OB,-09 -OB,-09 -02 -05 SUFFIX SIGN SIZE 5/16" MOUNTiNG HOLES -01 5" X 7" NONE 02 5" x 7" 2
(5 1/2" eTC) 4"03 5" x 7 3 NONE 04 4"5" x 7 3 2 (6 1/4" CTC S.. x 7 3 4"-05 4 , -06 9" x 12" NONE -07 9" x 12" 2 (6" CTC) -08 9" x 12" 2 (10" CTC) 9" x 12" 4'I -09 FEATURES: • 2 OR 4
MOUNTING HOLES .. ,," • STANDARD CORNER 􀁒􀁋􀁄􀁉􀁕􀀧􀁓􀁴􀀮􀀺􀁾􀁾􀁾􀁾􀁊􀀬􀀢􀀠r. .. ,', .. • BLACK ON WHITE· .063 􀁁􀁌􀁕􀁍􀁨􀁾􀁾􀁜􀀡􀀧􀂥􀀮􀀧􀁾􀀢􀀢􀀢􀀭􀂷􀀠• SPECIALS AVAlLABLE..UPON REQUEST
.:. '. :-<..i, , , .•1.( -,. 􀁩􀀢􀀮􀁾􀀴􀀠NOTES: 􀀬􀁾􀁴􀁾􀀺􀀮􀀺􀁾􀀺􀀬􀁾􀁪􀀢􀀠􀀧􀁾􀁬􀁾􀀡􀁩􀀠􀁾􀁾􀁾􀀬􀁾􀀮􀁾􀁪􀀺􀀮􀁾􀂷􀁾􀁩􀁢􀁾􀀠􀀻􀀮􀁾􀀢􀀠1. STANDARD SIGNS IN STOCK ARE SHOWi'I, SEE' PRICE
LIST FOR SPECIAL SIGNS. 2. WHEN ORDERING PLEASE SPECIFY PART NO. & SUFFIX. i.e.. SF-1032..08 FOR A 9" x 12" SIGN !if 2 HOLES 10· CTC. "":::lSF-I¥SF-IOI:'\ SF-IOI5 PUSH 􀁾􀀠􀁾􀀱􀀬􀀬􀀼􀀱􀁑􀀾􀁩􀀠􀀧􀁉􀁊�
�􀀠􀀮􀁦􀁉􀁾􀀠!,J --..-TO CROSS ....STRtU PUSH eUnOH wm FOil • SICfQI. -06.-08,-09 PUSH BUTTON BUTTON fORfOR g II--􀀭􀁏􀁾􀀧􀀠􀀭􀁏􀂥􀁾􀁊􀀧09 􀁾􀀠0 SF-1024 SF-I026 To CROSSPUSH .... STII(t'TBUrrON
PUS» SUTTONFOR WAif FORGREEN 􀁃􀁒􀂣􀀧􀁾􀀠UCH1LIGHT -01,-02.-06, -01,-02.-06, -08.-09 -08,-09 ..SF-I030 SF-I031 SF-I032 '\.1 1/2"a m-w·4" (.! . 􀁾􀀠9" x 1'2" -08 PUSH BUTTON fOR ·11 -03.-05.-06,
-08,-09 SF-I027 TO CROSS STRt£T ... PUSN BUTTON WAIT rOR ORtEN U::;HT -01,-02,-06. -08,-09 I I/Z"I! 10" 9U X 12" ",' ·:':"09 10" 320 S.W, 18th. Edmond. Oklahoma 73013 • (405) 340-3434
• FAX: (405) 340-3435 SECTION 5 BOJl.ETIN NO. 124 3/2<)/95 
__________________________ _ Public Works I Engineering 16801 WeslgTOve' p,O, Box 144 Addison, Texas 75001 Telephone: (214] 45()'287 1 • Fax: (214) 931-6643 ; DATE JOBNO, ATTENTION ;
HE: GENTLEMAN: WE ARE SENDING YOU 􀁾􀁴􀁴􀁡􀁣􀁨􀁥􀁤􀀠P(ShOP Drawings o Prints o Copy of letter o Change order COPIES DATE NO, DESCRIPTION ; • THIiSji ARE TRANSMITTED as checked below:
V JiXlFor approval 0 Approved as submitted o Resubmit ____ copies for approval o For your use 0 Approved as noted o Submit copies for distribution o As requested 0 Retumed for oorrections
o Return corrected prints o For review and oommenl 0 o FOR BIDS DUE __________ 19__ o PRINTS RETURNED AFTER LOAN TO US COPYTO_________________ tJ SIGNED: 􀀭􀁲􀀼􀁾􀀺􀀭􀀺􀁾􀀺􀀧􀀺􀀭􀀽􀀭􀀭􀁾􀀽􀀭􀀺􀀧􀀺􀀺�
�􀀽􀀽􀀽􀀭􀀭Ifenclosures are not as noted, please 
FAX (214) 352-3201 TELEPHONE (214)358-6581 ED BELL CONSTRUCTION COMPANY POST OFFICE BOX 540787 10605 HARRY HINES DALLAS, TEXAS 75354-0787 DALLAS, TEXAS 75220 August 12, 1998 Mr. James
C. Pierce, Jr., P.E. Assistant City Engineer Town ofAddison P.O. Box 144 Addison, Texas 7500 I Re: Arapaho Road Reconstruction Addison Road to Dallas North Tollway Town ofAddison Dear
Mr. Pierce: Enclosed for your review and approval are various electrical submittals for the referenced project. Several ofthe items contained in this package have long manufacturing
lead times; therefore, your imroediate attention to this matter is greatly appreciated. The following items are included in this submittal: 􀁾􀁂􀁥􀁧􀁡Street Light Drawing toEA V2, Bega
Bollard Light Cut Sheet lOEA 0. Bega Street and Bollard Light Paint Chip lEA /l 1-'4, Valmont Mast Arm Pole Drawing lOEA 7o/CefJ./' 􀁾􀀮􀀠Valmont Paint Chip lEA {)tJ iur7s-----'!>'1i.
Traffic Signal Equipment Cut Sheets 9EA 􀁾􀀮Engineering Analysis ofValmont Mast Arms 10EA Ifyou have any questions, don't hesitate to contact our office. 􀁩􀁾􀁏􀁾􀁩􀁏􀁏􀁃􀁾􀁐􀁍􀁙􀀠Robert
D. Weber Project Engineer AN EQUAL OPPORTUNITY EMPLOYER 
ED BELL CONST. ARAPAHO RD. ADDISON, TEXAS Mel's Electric: Submittals: 
Valmont Industries, Inc .• WaSl Highway 275 • P ,0, Box 358 Valley, Nebraska 68064·0358 U.S.A. • (402) 359·2201 CITY OF ADDISON, TEXAS ARAPAHO SIGNAL IMPROVEMENTS SUMMIT ELECTRIC P.O.
NO. FMQ219D V ALMONT ORDER NO. 41911-98 (BNS: 7-15-98) 􀁈􀀺􀀬􀀩􀀢􀀻􀂷􀀺􀂷􀁾􀀧􀁌􀀻􀀮􀀺􀀠,: 􀁌􀀻􀁌􀁾􀀺􀀭􀁴􀀧􀁩􀀬􀀠t.C;UOClf1,Tl:':: 
1 ANALYSIS OF VALMONT INDUSTRIES TRAFFIC SIGNAL STRUCTURE IN ACCORDANCE WITH AASHTO REQUIREMENTS (FINAL DEFLECTED POSITION) BY BNS 07/15/98 PAGE: SUBJECT: ADDISON, TEXAS (32 FT. MAST
ARM) *********** INPUT DATA *********** HND VELOCITY 80 MPHI ,LEVATION OF FOUNDATION ABOVE SURROUNDING TERRAIN o FEET 'OLE .=============================== ,HAPE ROUND ..ENGTH = 30.00
FEET lASE O.D. 12.00 INCHES COP O.D. 7.80 INCHES ,APER 0.l4 IN/FT lEIGHT 584 POUNDS 'OLE SECTIONS 􀁾􀁏􀁔􀁔􀁏􀁍􀀠SECTION THICKNESS = 0.l793 INCHES LENGTH 30.00 FEET YIELD STRENGTH 55.00
KSI 'VERLAP 0.00 FEET 'OP SECTION THICKNESS 0.0000 INCHES LENGTH 0.00 FEET BASE O.D. 0.00 INCHES YIELD STRENGTH 0.00 KSI ASE PLATE IDTH (SQUARE) l4.75 INCHES HICKNESS 1.500 INCHES IELD
STRENGTH = 36.00 KSI NCHOR BOLTS UANTITY 4 OLT DIAMETER 1.50 INCHES OLT CIRCLE = 22.00 INCHES IELD STRENGTH 55.00 KSI RANSFORMER BASE CONNECTING BOLTS UANTITY 4 :)LT DIAMETER 1.25 INCHES
:)LT CIRCLE = l5.50 INCHES STM SPEC A325 !<SE HEIGHT = 24.00 INCHES 
2 ANALYSIS OF VALMONT INDUSTRIES TRAFFIC SIGNAL STRUCTURE IN ACCORDANCE WITH AASHTO REQUIREMENTS (FINAL DEFLECTED POSITION) BY BNS 07/15/98 PAGE: SUBJECT: ADDISON, TEXAS (32 FT. MAST
ARM) *********** INPUT DATA (CONTINUED) *********** lIGNAL AND SIGN ARM 1 ARM 1 SECTIONS ================================ 􀁾􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀠;HAPE
ROUND BASE SECTION ;PAN LENGTH = 32.. 00 FEET THICKNESS 0.1793 INCHES lASE O.D. = 9.00 INCHES LENGTH 32.00 FEET rAPER 0.14 IN/FT YIELD STRENGTH = 55.00 KSI \TTACH. HT. * 20.00 FEET lRIENTATION
** = 0 DEGREES OVERLAP o. 00 FEET ,LOPE AT BASE = 0 DEGREES :ENTROID LOCATION HORIZONTAL 14.23 FEET ABOVE ATTACH. 0.00 FEET JNBENT LENGTH = 32.00 FEET * THIS IS HEIGHT OF ATTACHMENT
TO POLE ABOVE BOTTOM OF BASE PLATE OR TRANSFORMER BASE. SEE *** BELOW. ** ARM ORIENTATIONS ARE ANGLES FROM +X AXIS IN X-Y PLANE. X AND Y AXES ARE PERPENDICULAR/PARALLEL TO SIDES OF POLE
BASE PLATE. SEE *** BELOW. ** IF ARM IS ATTACHED WITH A CLAMP, HEIGHT AND ORIENTATION MUST NOT BE CHANGED FROM VALUES SHOWN ABOVE WITHOUT CONSULTING VALMONT. 
3 ANALYSIS OF VALMONT INDUSTRIES TRAFFIC SIGNAL STRUCTURE IN ACCORDANCE WITH AASHTO REQUIREMENTS (FINAL DEFLECTED POSITION) BY BNS 07/15/98 PAGE: SUBJECT: ADDISON, TEXAS (32 FT. MAST
ARM) *********** INPUT DATA (CONTINUED) *********** JESCRIPTION OF SIGNALS AND SIGNS * 􀁾􀀽􀀽􀁾􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽
􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀠'OSITION HEIGHT ** DISTANCE SIGNAL SIGNAL OF OF TO CENT. OR SIGN PROJECTED SIGN SIGN SIGNAL CENTROID FROM POLE WEIGHT AREA LENGTH WIDTH
JR SIGN TYPE (FEET) (FEET) (LES) (SQ. FT.) (FEET) (FEET) ARM 1 SIGNAL 20.00 31.00 55 13.33 0.00 0.00 ARM 1 SIGN 20.00 26.00 15 0.00 2.50 2.50 ARM 1 SIGNAL 20.00 16.00 40 8.67 0.00 0.00
ARM 1 SIGN 20.00 2.00 50 0.00 8.00 2.00 POLE SIGN 16.00 0.00 10 0.00 2.00 2.00 POLE SIGNAL 13.00 0.00 80 17.34 0.00 0.00 POLE SIGNAL 9.00 0.00 60 8.00 0.00 0.00 * THE VALUES SHOWN IN
THIS TABLE MUST NOT BE EXCEEDED WITHOUT CONSULTING VALMONT. ANY SIZES OR OTHER DIMENSIONS NOT PROVIDED BY THE SPECIFYING AGENCY HAVE BEEN ESTIMATED BY VALMONT. * THESE HEIGHTS ARE ABOVE
BOTTOM OF BASE PLATE OR TRANSFORMER BASE. 
4 ANALYSIS OF VALMONT INDUSTRIES TRAFFIC SIGNAL STRUCTURE IN ACCORDANCE WITH AASNTO REQUIREMENTS (FINAL DEFLECTED POSITION) BY BNS 􀀰􀀷􀀯􀁾􀀵􀀯􀀹􀀸􀀠PAGE: SUBJECT: ADDISON, TEXAS (32
FT. MAST ARM) *********** INPUT DATA (CONTINUED) *********** LUMINAIRE ARM 1 (DS50) ================================== SPAN LENGTH 8.00 FEET )RIENTATION ** 0 DEGREES 􀁾􀁅􀁍􀁂􀁅􀁒􀀠DATA
BASE 0.0. 2.38 INCHES OUTER END O.D. = 2.38 INCHES THICKNESS 0.1540 INCHES ATTACH. HT. 29.00 FEET􀁾* RISE = 3.50 FEET 􀁾SLOPE AT BASE 32.0 DEGREES CENTROID LOCATION HORIZONTAL 3.86 FEET
VERTICAL = 2.18 FEET YIELD STRENGTH = 36.00 KSI UNBENT LENGTH 8.94 FEET 􀁾􀀠"UMINAIRE *** SHAPE ROUNDED MOUNTING HT. 32.50 FEET* CENTROID HORIZ = 9.00 FEET WEIGHT 75.00 POUNDS PROJECTED
AREA 3.30 SQ. FT. 􀁾􀀠* THESE HEIGHTS ARE ABOVE BOTTOM OF BASE PLATE OR TRANSFORMER BASE. ** ARM ORIENTATIONS ARE ANGLES FROM +X AXIS IN X-Y PLANE. X AND Y AXES ARE PERPENDICULAR/PARALLEL
TO SIDES OF POLE BASE PLATE. SEE *** BELOW. ** THE LUMINAIRE SIZES SHOWN MUST NOT BE EXCEEDED WITHOUT CONSULTING VALMONT. IF THESE SIZES WERE NOT PROVIDED BY THE SPECIFYING AGENCY, THEY
HAVE BEEN ESTIMATED BY VALMONT . 
5 ANALYSIS OF VALMONT INDUSTRIES TRAFFIC SIGNAL STRUCTURE IN ACCORDANCE WITH AASHTO REQUIREMENTS (FINAL DEFLECTED POSITION) BY ENS 07/15/98 PAGE; SUBJECT: ADDISON, TEXAS (32 FT. MAST
ARM) *********** RESULTS *********** IINALYSIS OF ARMS; mRCES AND MOMENTS WITH WIND ACTING l?ERl?ENDICULAR TO EACH ARM ============================================================================
GROUl? FORCES (l?OUNDS) MOMENTS (FOOT -l?OUNDS) ARM ARM ANALYSIS LOAD ===================== ===========:============ TYl?E NO. LOCATION NO. AXIAL FY FZ TORSION MY MZ SIGNAL 1 BASE 1
0 0 -581 0 8832 0 SIGNAL 1 BASE 2 0 1808 -581 0 8832 29468 SIGNAL 1 BASE 3 0 95.3 -950 0 15145 15427 LUMIN. 1 BASE 1 0 0 -109 0 808 0 LUMIN. 1 BASE :2 0 110 -109 17 808 793 LllMIN. 1
BASE 3 0 71 -146 10 1051 567 6 
6 ANALYSIS OF VALMONT INDUSTRIES TRAFFIC SIGNAL STRUCTURE IN ACCORDANCE WITH AASHTO REQUIREMENTS (FINAL DEFLECTED POSITION) BY BNS 07/15/98 PAGE: SUBJECT: ADDISON, TEXAS (32 FT. MAST
ARM) *********** RESULTS (CONTINUED) *********** INALYSIS OF ARMS: STRESSES WITH WIND ACTING PERPENDICULAR TO EACH ARM INAL. LOCATION GROUP COMB. APPLIED STRESS (KSI) ALLOW. STRESS (KSI)
ARM ARM LOAD STR. ===================== ===================== TYPE NO. SITE NO. RATIO AXIAL BEND. SHEAR AXIAL BEND. SHEAR SIG 1 BASE 1 0.27 0.00 9.67 0.23 33.00 36.30 18.15 SIG 1 BASE
2 0.66 0.00 3.3.69 0.76 33.00 50.82 25.41 SIG 1 BASE 3 0.47 0.00 23.68 0.54 33.00 50.82 25.41 LUM 1 BASE I 0.68 0.00 16.18 0.20 21.60 23.76 11.88 LUM 1 BASE 2 0.68 0.00 22.67 0.46 21.
60 33.26 16.63 LUM 1 BASE 3 0.72 0.00 23.90 0.40 21.60 33.26 16.63 7 
7 ANALYSIS OF VALMONT INDUSTRIES TRAFFIC SIGNAL STRUCTURE IN ACCORDANCE WITH AASHTO REQUIREMENTS (FINAL DEFLECTED POSITION) BY BNS 07/15/98 PAGE: SUBJECT: ADDISON, TEXAS (32 FT. MAST
ARM) *********** RESULTS (CONTINUED) *********** 1INALYSIS OF POLE: FORCES. MOMENTS. AND CRITICAL WIND DIRECTIONS ==============================================================================
SECTION GROUP FORCES (POUNDS) MOMENTS (FOOT-POUNDS) WIND HEIGHT* LOAD DIRECT·* (FEET) NO. (DEGREES) 27.00 1 o o -156 o 808 o 27.00 2 86 8 -156 -29 1139 40 5 27.00 3 66 o -212 o 1316
o o 18.00 1 o o -894 o 9653 o 18.00 2 o 2044 -894 -2204 9658 30150 90 18.00 3 o 1132 -1381 -1585 16238 15913 90 H.OO 1 o o -981 o 9663 o 14.00 2 o 2209 -981 -10497 9673 30150 90 14.00
3 o 1234 -1497 -6221 16272 15913 90 11. 00 1 o o -1121 o 9683 o ll.OO 2 o 2702 -1121 -17252 9700 30150 90 ll.OO 3 361 1310 -1658 -8632 18663 13710 70 7.00 1 o o -1266 o 9703 o 7.00 2
o 2950 -1266 -28230 9728 30150 90 7.00 3 501 1386 -1835 -13346 21023 13030 65 0.00 1 o o -1424 o 97lS o 0.00 2 o 3017 -1424 -49196 9748 30150 90 0.00 3 441 1531 -2057 -24530 23283 13710
70 • THESE HEIGHTS ARE ABOVE THE POLE BASE PLATE. ** THESE ARE DIRECTIONS TOWARD walCH THE WIND IS FLOWING. THEY ARE ANGLES FROM THE +X AXIS IN THE X-Y PLANE 
8 ANALYSIS OF VALMONT INDUSTRIES TRAFFIC SIGNAL STRUCTURE IN ACCORDANCE WITH AASHTO REQUIREMENTS (FINAL DEFLECTED POSITION) BY BNS 07/15/98 PAGE: SUBJECT: ADDISON, TEXAS (32 FT. MAST
ARM) *********** RESULTS (CONTINUED) *********** lliALYSIS OF POLE: STRESSES 􀀡􀀽􀀽􀀽􀀽􀁾􀁾􀁾􀀽􀁾􀀻􀁾􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽
􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀠SECTION GROUP COMB. APPLIED STRESS (KSI) ALLOW. STRESS (KSI) EFFECHEIGHT* LOAD STR. ===================== ===================== TIVE (FEET) NO. RATIO
AXIAL BEND. SHEAR AXIAL BEND. SHEAR CA 27.00 1 0.03 0.03 1.07 0.00 33.00 36.30 1S.15 1.00 27.00 2 0.03 0.03 1. 50 0.06 33.00 50.82 25.41 1.00 27.00 3 0.04 0.05 1. 73 0.03 33.00 50.82
25.41 1.00 1S.00 1 0.27 0.17 9.51 0.00 33.00 36.30 18.15 1.00 18.00 2 0.58 0.17 9.76 15.64 33.00 50.82 25.41 1.00 18.00 3 0.43 0.26 16.07 8.27 33.00 50.82 25.41 1. 00 14.00 1 0.24 0.18
B.47 0.00 33.00 36.30 18.15 1.00 14.00 2 0.56 0.18 12.51 14.01 33.00 50.82 25.41 0.99 14.00 3 0.39 0.27 15.27 7.42 33.00 50.82 25.41 0.99 11.00 1 0.22 0.19 7.81 0.00 33.00 36.30 18.15
1.00 11.00 2 0.59 0.19 15.96 13.09 33.00 50.82 25.41 0.99 11.00 3 0.39 0.29 16.58 6.00 33.00 50.82 25.41 0.99 7.00 1 0.20 0.21 7.04 0.00 33.00 36.30 18.15 0.99 7.00 2 0.65 0.21 21.65
11.90 33.00 50.82 25.41 0.99 7.00 3 0.41 0.30 18.06 5.21 33.00 50.82 25.41 0.99 0.00 1 0.17 0.21 5.93 0.00 33.00 36.30 18.15 0.99 0.00 2 0.77 0.21 30.59 10.10 33.00 50.82 25.41 0.99
0.00 3 0.45 0.31 20.63 4.66 33.00 50.B2 25.41 0.99 * THESE HEIGHTS ARE ABOVE THE POLE BASE PLATE. 
ANALYSIS OF VALMONT INDUSTRIES TRAFFIC SIGNAL STRUCTURE IN ACCORDANCE WITE AASETO REQUIREMENTS (FINAL DEFLECTED POSITION) BY BNS 􀀰􀀷􀀯􀁾􀀵􀀯􀀹􀀸􀀠PAGE: 9 SUBJECT: ADDISON, TEXAS (32
FT. MAST ARM) *********** RESULTS (CONTINUED) *********** 􀁾􀁁􀁌􀁙􀁓􀁉􀁓􀀠OF ANCEOR BOLTS ============================================================================== CRITICAL MAX.
APPLIED ALLOWABLE 􀁾􀁒􀁏􀁕􀁐􀀠WIND COMB. AXIAL SHEAR STRESS (KSI) STRESS (KSI) BOLT LOAD DIRECT. * STRESS FORCE FORCE ;;::,=====;=::::=== =;:::::====:::::;;;;:==:= CONST UKIINO. (DEG)
RATIO (LBS) (LBS) AXIAL SHEAR AXIAL SHEAR 􀁾􀀠􀁯􀀮􀁾􀁾􀀠􀀭􀀴􀁾􀀰􀀴􀀠2.92 27.50 0.60 2 290 0.57 -27828 7799 􀁾􀀹􀀮􀀸􀀰􀀠5.55 38.50 23.10 0.60 3 295 0.40 -20604 3910 􀁾􀀴􀀮􀀶􀀶􀀠2.78 38.50
23.10 0.60 INALYSIS OF TRANSFORMER BASE CONNECTING BOLTS CRITICAL MAX. GROUP WIND COMB. BOLT STRESSES (KSI) LOAD DIRECT. * STRESS FORCE =================== NO. (DEGREES) RATIO (LBS)
APPLIED ALLOWABLE 1 0.13 5319 4;34 33.25 2 60 0.62 35443 28.88 46.55 3 60 0.46 26334 21.46 46.55 cNALYSIS OF BASE PLATE ,=========================================== COMBINED STRESS RATIO
; 0.56 GROUP LOAD NUMBER ; 2 CRITICAL WIND DIRECT.' 60 DEGREES MAXIMUM BOLT FORCE ; -35443 POUNDS BOLT-TO-POLE MOMENT ARM 1.75 INCEES WIDTE OF BENDING SECTION 8.86 INCHES APPLIED BENDING
STRESS 18.67 KSI ALLOWABLE BENDING STRESS = 33.26 KSI * THESE ARE DIRECTIONS TOWARD WHICH THE WIND IS FLOWING. THEY ARE ANGLES FROM THE +X AXIS IN THE X-Y PLANE If} 
ANALYSIS OF VALMONT INDUSTRIES TRAFFIC SIGNAL STRUCTURE IN ACCORDANCE WITH AASHTO REQUIREMENTS (FINAL DEFLECTED POSITION) BY BNS 07/l5/98 PAGE: lO SUBJECT: ADDISON, TEXAS (32 FT. MAST
ARM) THIS PAGE PROVIDES THE PERTINENT INFORMATION CONCERNING THE ANALYSIS OF THE ARM-TO-POLE ATTACHMENT 􀁃􀁏􀁾􀁬􀁐􀁏􀁎􀁅􀁎􀁔􀁓􀀠OF THE SIGNAL ANO SIGN ARMS. *********** INPUT DATA ***********
ARM l ARM 2 :ONNECTON BOLT DATA lUMBER = 4 lOLT DIAMETER (IN) = 1.250 lSTM SPECIFICATION = A325 !ORIZONTAL SPACING (IN) lO.OO IERTICAL SPACING (IN) lO.OO ITTACHMENT PLATE DATA IORIZONTAL
WIDTH (IN) l3.00 IERTICAL WIDTH (IN) 13.00 :HICKNESS (IN) = 1. 250 :IELD STRENGTH (KSI) 36 *********** RESULTS *********** 􀁾􀁁􀁌􀁙􀁓􀁉􀁓􀀠OF SIGNAL/SIGN ARM SIMPLEX BOLTS ,==========================
========================= MAX. GROUP STRESS (KSI) BOLT LOAD TENSION =================== .RM CSR NO . (LB) APPLIED ALLOWABLE ============== ======= ======= l 0.40 :2 22980 lB.73 46.55
NALYSIS OF SIGNAL/SIGN ARM SIMPLEX PLATES MAX. GROUP BEND. STRESS (KSI) SLOPE SLOPE OF LRNGTH OF PLATE LOAD =================== BEND LINE BEND LINE .RM CSR NO. APPLIED ALLOWABLE DEGREES
(IN) ===== ====== ;:;;;::===== ========= =========:=== ========= l 0.73 2 24.lB 33.26 45 9.38 II 
ANALYSIS OF VALMONT INDUSTRIES TRAFFIC SIGNAL STRUCTURE IN ACCORDANCE WITH AASHTO REQUIREMENTS (FINAL DEFLECTED POSITION) BY BNS 07/l.5/98 PAGE: n SUBJECT: ADDISON, TEXAS (32 FT. MAST
ARM) RESULTS SUMMARY MAXIMUM COMBINED STRESS RATIO IN EACH MAJOR COMPONENT MAXIMUM REACTIONS APPLIED TO FOUNDATION ======================================== POLE (AT 0.00 FT) 0.77 BENDING
MOMENT 56084 FOOT-POUNDS SIGNAL AND SIGN ARM l. = 0.66 TORSION 30150 FOOT-POUNDS LUMINAIRE ARM 1 = 0.72 SHEAR FORCE 3017 POUNDS BASE PLATE 0.56 AXIAL FORCE 2057 POUNDS ANCHOR BOLTS 0.57
T-BASE CONNECTING BOLTS = 0.62 MAXI!'f(JM BENDING + AXIAL DEAD WT. STRESS sis ARM 1 ATTACH. BOLTS = 0.40 ================ (KSI) ================ sIs ARM 1. ATTACH. PLATE 0.73 POLE =
9.68 SIGN/SIGNAL ARM 1= 9.67 LUMINAIRE ARM 1= 16.l.8 RESULTANT DEFLECTION OF POLE TOP CAUSED BY DEAD WEIGHT 0.81 DEGREES /2. 
1 ANALYSIS OF VALMONT INDUSTRIES TRAFFIC SIGNAL STRUCTURE IN ACCORDANCE WITH AASHTC REQUIREMENTS (FINAL DEFLECTED POSITION) BY BNS 07/15/98 PAGE; SUBJECT; ADDISON, TEXAS (36 FT. MAST
ARM) *********** INPUT DATA *********** IND VELOCITY 80 MPHI LEVATION OF FOUNDATION ABOVE SURROUNDING TERRAIN = o FEET OLE ========:====================== RAPE ROUND ENGTH = 30.00 FEET
ASE O.D. = 12.50 INCHES OP O.D. = 8.30 INCHES APER = 0.14 IN/FT EIGHT 614 POUNDS OLE SECTIONS =============================== OTTOM SECTION THICKNESS = 0.1793 INCHES LENGTH 30.00 FEET
YIELD STRENGTH 55.00 KSI VERLAP 0.00 FEET OP SECTION THICKNESS 0.0000 INCHES LENGTH 0.00 FEET BASE O.D. = 0.00 INCHES YIELD STRENGTH 0.00 KSI A.SE PLATE ===============================
ImH (SQUARE) 18.00 INCHES flICKNESS = 1.500 INCHES IELD STRENGTH = 36.00 KSI N"CHOR BOLTS :JANTITY = 4 :JLT DIAMETER = 1. 75 INCHES JLT CIRCLE = 24.00 INCHES IELD STRENGTH = 55.00 KSI
RANSFORMER BASE CONNECTING BOLTS =============================== JANTITY = 4 ;'LT DIAMETER 1.50 INCHES ;'LT CIRCLE = 18.00 INCHES 3TM SPEC = A325 􀁾􀁓􀁅􀀠HEIGHT = 24.00 INCHES 13 
2 ANALYSIS OF VALMONT INDUSTRIES TRAFFIC SIGNAL STRUCTURE IN ACCORDANCE WITH AASHTO REQUIREMENTS (FINAL DEFLECTED POSITION) BY BNS 07/15/98 PAGE: SUBJECT: ADDISON, TEXAS (36 FT. MAST
ARM) *********** INPUT DATA (CONTINUED) *********** ,IGNAL AND SIGN ARM 1 ARM 1 SECTIONS :=============================== ================================ 􀁾􀁈􀁁􀁐􀁅􀀠􀁾􀀠ROUND BASE
SECTION ,PAN LENGTH 􀁾􀀠36.00 FEET THICKNESS 0.1793 INCHES lASE O.D. 9.50 INCHES LENGTH 36 . 00 FEET ?APER 0.14 IN/FT YIELD STRENGTH = 55.00 KSI cTTACH. HT. * 􀁾􀀠20.00 FEET )RIENTATION
** 0 DEGREES OVERLAP o. 00 FEET ,LOPE AT BASE 0 DEGREES :ENTROID LOCATION HORIZONTAL 15.83 FEET ABOVE ATTACH. 0.00 FEET lNBENT LENGTH = 36.00 FEET * THIS IS HEIGHT OF ATTACHMENT TO POLE
ABOVE BOTTOM OF BASE PLATE OR TRANSFORMER BASE. SEE *** BELOW. ** ARM ORIENTATIONS ARE ANGLES FROM +X AXIS IN X-Y PLANE. X AND Y AXES ARE PERPENDICULAR/PARALLEL TO SIDES OF POLE BASE
PLATE. SEE *** BELOW. ** IF ARM IS ATTACHED WITH A CLAMP, HEIGHT AND ORIENTATION MUST NOT BE CBANGED FROM VALUES SHOWN ABOVE WITHOUT CONSULTING VALMONT. fCf
3 ANALYSIS OF VALMONT INDUSTRIES TRAFFIC SIGNAL STRUCTURE IN ACCORDANCE WITH AASHTO REQUIREMENTS (FINAL DEFLECTED POSITION) BY BNS 07/15/.9B PAGE: SUBJECT: ADDISON, TEXAS (36 FT. MAST
ARM) *********** INPUT DATA (CONTINUED) *********** )ESCRIPTION OF SIGNALS AND SIGNS * 􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀁾􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀁾􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽
􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀠?OSITION HEIGHT ** DISTANCE SIGNAL SIGNAL OF OF TO CENT. OR SIGN PROJECTED SIGN SIGN SIGNAL CENTROID FROM POLE WEIGHT AREA LENGTH WIDTH
lR SIGN TYPE (FEET) (FEET) (LBS) (SQ. FT. ) (FEET) (FEET) ARM 1 SIGNAL 20.00 35.00 55 13.33 0.00 0.00 ARM 1 SIGN 20.00 24.00 15 0.00 2.50 2.50 ARM 1 SIGNAl 20.00 23.00 40 B.67 0.00 0.00
ARM 1 SIGN 20.00 12.00 15 0.00 2.50 2.50 ARM 1 SIGN 20.00 2.00 50 0.00 8.00 2.00 POLE SIGN 16.00 0.00 10 0.00 2.00 2.00 POLE SIGNAl 13.00 0.00 BO 17.34 0.00 0.00 POLE SIGNAL 9.00 0.00
60 8.00 0.00 0.00 * THE VALUES SHOWN IN THIS TABLE MUST NOT BE EXCEEDED 􀁾􀁉􀁉􀁔􀁈􀁏􀁕􀁔􀁔􀀠CONSULTING VAlMONT. ANY SIZES OR OTHER DIMENSIONS NOT PROVIDED BY THE SPECIFYING AGENCY HAVE
BEEN ESTIMATED BY VAlMONT. * THESE HEIGHTS ARE ABOVE BOTTOM OF BASE PLATE OR TRANSFORMER BASE. 􀁉􀁾􀀠
4 ANALYSIS OF VALMONT INDUSTRIES TRAFFIC SIGNAL STRUCTURE IN ACCORDANCE WITH AASHTO REQUIREMENTS (FINAL DEFLECTED POSITION) BY BNS 07/15/98 PAGE: SUBJECT: ADDISON, TEXAS (36 FT. MAST
ARH) *********** INPUT DATA (CONTINUED) *********** ,UMINAIRE ARM 1 (DS50) ;======:========================== ;PAN LENGTH = 8.00 FEET lRIBNTATION Q DEGREES** lEMBER DATA BASE O.D. 2.38
INCHES 􀁾OUTER END O.D. 2.38 INCHES THICKNESS 0.1540 INCHES ATTACH. HT. = 29.00 FEET * RISE 3.50 FEET SLOPE AT BASE 32.0 DEGREES CENTROID LOCATION HORIZONTAL 3.86 FEET VERTICAL 2.18
FEET YIELD STRENGTH = 36.00 KSI UNBENT LENGTH = 8.94 FEET ;UMINAIRE *** SHAPE ROUNDED MOUNTING NT. 32.50 FEET* = CENTROID HORIZ = 9.00 FEET WEIGHT = 75.00 POUNDS PROJECTED AREA = 3.30
SQ. FT. * THESE HEIGHTS ARE ABOVE BOTTOM OF BASE PLATE OR TRANSFORMER BASE. ** ARM ORIENTATIONS ARE ANGLES FROM +X AXIS IN X-Y PLANE. X AND Y AXES ARE PERPENDICULAR/PARALLEL TO SIDES
OF POLE BASE PLATE. SEE *** BELOW. ** THE LUMINAIRE SIZES SHOWN MUST NOT BE EXCEEDED WITHOUT CONSULTING VALMONT. IF THESE SIZES WERE NOT PROVIDED BY THE SPECIFYING AGENCY, THEY HAVE
BEEN ESTIMATED BY VALMONT . /(;, 
ANALYSIS OF VALMONT INDUSTRIES TRAFFIC SIGNAL STRUCTURE IN ACCORDANCE WITH AASHTO REQUIREMENTS (FINAL DEFLECTED POSITION) BY BNS 07/15/98 PAGE: 5 SUBJECT: ADDISON, TEXAS (36 FT. MAST
ARM) *********** RESULTS *********** NALYSIS OF ARMS: 'ORCES AND MOMENTS WITH WIND ACTING PERPENDICULAR TO EACH ARM ===========================================================================
GROUP FORCES (POUNDS) MOMENTS (FOOT-POUNDS). ARM ARM ANALYSIS LOAD ===================== ======================== TYPE NO, LOCATION NO. AXIAL FY FZ TORSION MY MZ SIGNAL J. BASE J. 0
0 -665 0 J.1241 0 SIGNAL 1 BASE 2 0 2043 -665 0 11241 36400 SIGNAL J. BASE 3 0 􀀱􀀰􀁂􀁾􀀠-lOBO 0 19133 19227 LUMIN. 1 BASE 1 0 0 -109 0 BOB 0 LUMIN. 1 BASE 2 0 110 -109 J.7 808 793 LUMIN.
1 BASE 3 0 71 -146 J.O J.051 567 17 
6 ANALYSIS OF VALMONT INDUSTRIES TRAFFIC SIGNAL STRUCTURE IN ACCORDANCE WITH AASHTO REQUIREMENTS (FINAL DEFLECTED POSITION) BY BNS 07/15/98 PAGE: SUBJECT: ADDISON, TEXAS (36 FT. MAST
ARM) *********** RESULTS (CONTINUBD) *********** NALYSIS OF ARMS: STRESSES WITH WIND ACTING PERPENDICULAR TO EACH ARM ===========================================================================
NAL. LOCATION GROUP COMB. APPLIED STRESS (KSI) ALLOW. STRESS (KSI) ARM ARM LOAD STR. ===================== ===================== TYPE NO. SITE NO. RATIO AXIAL BEND. SHEAR AXIAL BEND.
SHEAR SIG 1 BASE 1 0.30 0.00 l1. 03 0.25 33.00 36.30 18.15 SIG 1 BASE 2 0.74 0.00 37.37 0.82 33.00 50.82 25.41 SIG 1 BASE 3 0.52 0.00 26.61 0.58 33.00 50.82 25.41 LUM 1 BASE 1 0.68 0.00
16.18 0.20 21.60 23.76 11.88 LUM 1 BASE 2 0.68 0.00 22.67 0.46 21.60 33.26 16.63LUM 1 BASE 3 0.72 0.00 23.90 0.40 21.60 33.26 16.63 /'6 
7 ANALYSIS OF VALMONT INDUSTRIES TRAFFIC SIGNAL STRUCTURE IN ACCORDANCE WITH AASHTO REQUIREMENTS (FINAL DEFLECTED POSITION) BY BNS 07/15/98 PAGE: SUBJECT: ADDISON, TEXAS (36 FT. MAST
ARM) *********** RESULTS (CONTINUED) *********** ANALYSIS OF POLE: FORCES, MOMENTS, AND CRITICAL WIND DIRECTIONS 􀁾􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽
􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀠SECTION GROUP FORCES (POUNDS) MOMIlNTS (FOOT-POUNDS) WIND HEIGHT* LOAD DIRECT** (FEET) NO. FX FY FZ MX MY MZ (DEGREES)
27.00 1 o o -159 o B08 o 27.00 2 85 7 -159 -29 1138 40 5 27.00 3 68 o -216 o 1318 o o lB.OO 1 o o -9B9 o 12064 o 18.00 2 o 2277 -989 -2191 12070 37081 90 18.00 3 o 1271 -1527 -1622 20231
19713 90 14.00 1 o o -lOBO o 12076 o 14.00 2 o 2444 -1080 -11418 120B6 370B1 90 14.00 3 o 1376 -1649 -6B20 20268 19713 90 11.00 1 o o '-1224 o 12099 o 11.00 2 o 293B -1224 -18883 12118
37081 90 11.00 3 o 1640 -1815 -11074 20352 19713 90 7.00 1 o o -1372 o 12124 o 7.00 2 o 318B -1372 -30B14 12152 37081 90 7.00 3 426 1575 -1997 -15390 24403 16929 70 0.00 1 o o -1538
o 12141 o 0.00 2 o 325B -153B 53459 12176 37081 90 0.00 3 456 1657 -2229 -26762 27566 16929 70 * THESE HEIGHTS ARE ABOVE THE POLE BASE PLATE. ** THESE ARE DIRECTIONS TOWARD WHICH THE
WIND IS FLOWING. THEY ARE ANGLES FROM THE +X AXIS IN THE X-Y PLANE Ir 
8 ANALYSIS OF VALMONT INDUSTRIES TRAFFIC SIGNAL STRUCTURE IN ACCORDANCE WITH AASHTO REQUIREMENTS (FINAL DEFLECTED POSITION) BY BNS 07/15/98 PAGE: SUBJECT: ADDISON, TEXAS (36 FT. MAST
ARM) *********** RESULTS (CONTINUED) *********** INALYSIS OF POLE: STRESSES 􀀢􀀽􀁾􀀻􀀻􀀻􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽�
�􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀠SECTION GROUP COMB. APPLIED STRESS (KSI) ALLOW. STRESS (KSI) EFFECHEIGHT* LOAD STR. ===================== ===================== TIVE (FEET) NO. RATIO
AXIAL BEND. SHEAR AXIAL BEND. SHEAR CA 27.00 1 0.03 0.03 0.94 0.00 33.00 36.30 18.15 1.00 27.00 2 0.03 0.03 1.33 0.06 33.00 50.82 2S.41 1.00 27.00 3 0.03 0.04 1.S4 0.03 33.00 SO.82 25.41
1.00 18.00 1 0.30 0.18 10.70 0.00 33.00 36.30 18.1S 1.00 18.00 2 0.68 0.18 10.88 17.28 33.00 50.82 25.41 1.00 18.00 3 0.49 0.28 18.01 9.21 33.00 50.82 25.41 1.00 14.00 1 0.27 0.19 9.59
0.00 33.00 36.30 18.15 1. 00 14.00 :2 0.64 0.19 13.20 15.56 33.00 50.82 25.41 1. 00 00 14.00 3 0.45 0.28 16.98 8.30 33.00 50.82 25.41 1.00 11.00 1 0.25 0.20 8.87 0.00 33.00 36.30 18.15
1.00 11.00 2 0.66 0.20 16.45 14.57 33.00 SO.82 2S.41 0.99 11.00 3 0.44 0.30 16.99 7.77 33.00 50.82 25.41 0.99 7.00 1 0.23 0.21 8.03 0.00 33.00 36.30 18.15 0.99 7.00 2 0.71 0.21 21. 95
13.29 33.00 SO.82 25.41 0.99 7.00 3 0.44 0.31 19.12 6.12 33.00 50.82 25.41 0.99 0.00 1 0.20 0.22 6.82 0.00 33.00 3S.80 18.1S 0.99 0.00 2 0.82 0.22 30.78 11. 35 33.00 50.12 25.41 0.99
0.00 3 0.48 0.32 21.57 5.2S 33.00 SO.12 25.41 0.99 * THESE HEIGHTS ARE ABOVE THE POLE BASE PLATE. 
ANALYSIS OF VALMONT INDUSTRIES TRAFFIC SIGNAL STRUCTURE IN ACCORDANCE WITH AASHTO REQUIREMENTS (FINAL DEFLECTED POSITION) BY BNS 07/15/98 PAGE: 9 SUBJECT: ADDISON, TEXAS (36 FT. 􀁾􀁭􀁳􀁔􀀠ARM)
*********** RESULTS (CONTINUED) *********** 􀁾􀁁􀁌􀁙􀁓􀁉􀁓􀀠OF ANCHOR BOLTS CRITICAL MAX. APPLIED ALLOWABLE :ROUP WIND COMB. AXIAL SHEAR STRESS (KSI) STRESS (KSI) BOLT .cAD DIRECT. *
STRESS FORCE FORCE CONST􀀺􀀽􀀮􀀺􀀽􀀺􀁥􀁾􀀽􀀺􀀺􀀺􀀺􀀻􀀻􀀻􀀻􀀻􀀻􀀻􀀻􀀻􀀻􀀻􀀺􀀻􀀻􀀻􀀻􀀻􀀡􀀻􀀽􀀠􀀺􀁉􀀺􀁾􀀽􀀻􀀺􀀺􀀻􀀻􀀻􀀻􀀻􀀻􀀻􀀻􀀻􀀻􀀻􀀻􀀻􀀻􀀻􀀻􀀻􀀻􀀻􀀻􀀻􀀻􀀻􀀺􀀻􀀧􀀻􀀻􀀺􀀽􀀽􀀠1IKIINO. (DEG)
RATIO (LES) (LBS) AXIAL SHEAR AXIAL SHEAR 1 0.09 -4676 2.46 27.50 0.60 2 285 0.43 -27666 9077 14.57 4.78 38.50 23.10 0.60 3 290 0.31 -21259 4610 11.19 2.43 38.50 23.10 0.60 NALYSIS OF
TRANSFORMER BASE CONNECTING BOLTS ======================================::::;================;;;;;;===;;;;;;;;;;;;:::::= CRITICAL MAX. GROUP WIND COMB. BOLT STRESSES (KSI) LOAD DIRECT.
* STRESS FORCE =================== NO. (DEGREES) RATIO (LBS) APPLIED ALLOWABLE 1 0.10 5723 5723 3.24 33.25 2 65 0.41 33470 18.94 46.55 3 65 0.31 25699 14.54 46.55 NALYSIS OF BASE PLATE
=========================================== COMBINED STRESS RATIO 0.57 GROUP LOAD NDMBER = 2 CRITICAL WIND DIRECT. * 65 DEGREES MAXIMUM BOLT FORCE = -33470 POUNDS BOLT-TO-POLE MOMENT
ARM 2.75 INCHES WIDTH OF BENDING SECTION 12.96 INCHES APPLIED BENDING STRESS = 18.95 KSI ALLOWABLE BENDING STRESS 33.26 KSI * THESE ARE DIRECTIONS TOWARD WHICH THE WIND IS FLOWING.'
THEY ARE ANGLES FROM THE +X AXIS IN THE X-Y PLANE 21 
ANALYSIS OF VALMONT INDUSTRIES TRAFFIC SIGNAL STRUCTURE IN ACCORDANCE WITH AASHTO REQUIREMENTS (FINAL DEFLECTED POSITION) BY BNS 07/15/98 PAGE: 10 SUBJECT: ADDISON, TEXAS (36 FT. MAST
ARM) THIS PAGE PROVIDES THE PERTINENT INFORMATION CONCERNING THE ANALYSIS OF THE ARM-TO-POLE ATTACHMENT COMPONENTS OF THE SIGNAL AND SIGN ARMS. *********** INPUT DATA *********** ARM
1 ARM 2 􀁾􀁏􀁎􀁎􀁅􀁃􀁔􀁏􀁎􀀠BOLT DATA lUMBER 4 lOLT DIAMETER (IN) 􀁾􀀠1.250 \STM SPECIFICATION 􀁾􀀠A325 rORIZONTAL SPACING (IN) 10.00 I'llRTICAL SPACING (IN) 􀁾􀀠10.00 ,TTACHMENT PLATE
DATA ,==================== rORIZONTAL WIDTH (IN) 13.00 'ERTICAL WIDTH (IN) 􀁾􀀠13.00 CHICKNESS (IN) = 1. 250 􀁾􀁉􀁅􀁌􀁄􀀠STRENGTH (KSI) 36 *********** RESULTS *********** 􀁾􀁁􀁌􀁙􀁓􀁉􀁓􀀠OF
SIGNAL/SIGN ARM SIMPLEX BOLTS MAX. GROUP STRESS (KSI) BOLT LOAD TENSION =================== .RM CSR NO. (LB) APPLIED ALLOWABLE === ======= ===;:;:::;::;;;= ============== 1 0.50 2 28585
23.29 46.55 NALYSIS OF SIGNAL/SIGN ARM SIMPLEX PLATES jVtAl( • GROUP BEND. STRESS (KSI) SLOPE OF LENGTH OF PLATE LOAD =================== BEND LINE BEND LINE RM CSR NO. APPLIED ALLOWABLE
DEGREES (IN) == ========= ============ ============== ======= 1 0.86 2 28.68 33.26 45 8.88 22 
ANALYSIS OF VALMONT INDUSTRIES TRAFFIC SIGNAL STRUCTURE IN ACCORDANCE WITH AASHTO REQUIREMENTS (FINAL DEFLECTED POSITION) EY ENS 07/15/98 PAGE: 11 SUBJECT: ADDISON, TEXAS (36 FT. MAST
ARM) RESULTS SUMMARY MAXIMUM COMBINED STRESS RATIO IN EACH MAJOR COMPONENT MAXIMUM REACTIONS APPLIED TO FOUNDATION ================================ POLE (AT 0.00 FT) = 0.82 BENDING MOMENT
= 61198 FOOT-POUNDS SIGNAL AND SIGN ARM 1 0.74 TORSION = 37081 FOOT-POUNDS LUMINAIRE ARM 1 0.72 SHEAR FORCE 3258 POUNDS EASE PLATE 0.57 AXIAL FORCE 2229 POUNDS ANCHOR EOLTS 0.43 T-EASE
CONNECTING EOLTS = 0.41 MAXIMUM BENDING + AXIAL DEAD NT. STRESS sIs ARM 1 ATTACH. BOLTS = 0.50 ================ (KSI) ================ sis ARM 1 ATTACH. PLATE = 0.B6 POLE 10.88 SIGN/SIGNAL
ARM 1= 11.03 LUMINAIRE ARM 1= 16.18 RESULTANT DEFLECTION OF POLE TOP CAUSED EY DEAD WEIGHT 0.86 DEGREES 23 
1 ANALYSIS OF VALMONT INDUSTRIES TRAFFIC SIGNAL STRUCTURE IN ACCORDANCE WITH AASHTO REQUIREMENTS (FINAL DEFLECTED POSITION) BY BNS 07/15/98 PAGE: SUBJECT: ADDISON, TEXAS (40 FT. MAST
ARM) *********** INPUT DATA *********** HND VELOCITY 80 MPHI ,LEVATION OF FOUNDATION ABOVE SURROUNDING TERRAIN a FEET 'OLE lHAPE ROUND "ENGTH 30.00 FEET lASE O.D. 12.00 INCHES 70P O.D.
7.80 INCHES 7APER 0.14 IN/FT iEIGHT 766 POUNDS 'OLE SECTIONS lOTTOM SECTION THICKNESS 0.2391 INCHES LENGTH 30.00 FEET YIELD STRENGTH 55.00 KSI lVERLAP 0.00 FEET 70P SECTION THICKNESS
0.0000 INCHES LENGTH 0.00 FEET BASE O.D. 0.00 INCHES YIELD STRENGTH 0.00 KSI lASE PLATE IIDTH (SQUARE) 18.00 INCHES :HICKNESS 1. 500 INCHES 􀁾􀁉􀁅􀁌􀁄􀀠STRENGTH 36.00 KSI INCHOR BOLTS
lUANTITY = 4 IOLT DIAMETER 1.75 INCHES IOLT CIRCLE = 24.00 INCHES 􀁾􀁉􀁅􀁌􀁄􀀠STRENGTB 55.00 KSI 'RANSFORMER BASE CONNECTING BOLTS lUANTITY 4 IOLT DIAMETER 1.50 INCHES IOLT CIRCLE 18.00
INCHES I.STM SPEC A325 lASE HEIGHT 24.00 INCHES 
2 -ANALYSIS OF VALMONT INDUSTRIES TRAFFIC SIGNAL STRUCTURE IN ACCORDANCE WITH AASHTO REQUIREMENTS (FINAL DEFLECTED POSITION) BY BNS 07/15/98 PAGE: SUBJECT: ADDISON, TEXAS (40 FT. MAST
ARM) *********** INPUT DATA (CONTINUED) *********** nGNAL AND SIGN ARM 1 ARM 1 SECTIONS ================================ 􀁾􀀽􀀽􀀻􀀽􀀽􀁾􀁾􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀠lHAPE
= ROUND BASE SECTION JPAN LENGTH = 40.00 FEET THICKNESS : 0.2391' INCHES lASE O.D. 9.50 INCHES LENGTH = 40.00 FEET cAPER = 0.14 IN/FT YIELD STRENGTH = 55.00 KSI ,TTACH. HT. 20_00 FEET*
)RIENTATION ** = 0 DEGREES OVERLAP 0.00 FEET :LOPE AT BASE = 0 DEGREES :ENTROID LOCATION HORIZONTAL 17.21 FEET ABOVE ATTACH. = 0.00 FEET 'NBENT LENGTH : 40.00 FEET * THIS IS HEIGHT OF
ATTACHMENT TO POLE ABOVE BOTTOM OF BASE PLATE OR TRANSFORMER BASE. SEE *** BELOW. ,* ARM ORIENTATIONS ARE ANGLES FROM +X AXIS IN X-Y PLANE. X AND Y AXES ARE PERPENDICULAR/PARALLEL TO
SIDES OF POLE BASE PLATE. SEE *** BELOW. -* IF ARM IS ATTACHED WITH A CLAMP, HEIGHT AND ORIENTATION MUST NOT BE CHANGED FROM VALUES SHOWN ABOVE WITHOUT CONSULTING VALMONT. 
3 ANALYSIS OF VALMONT INDUSTRIES TRAFFIC SIGNAL STRUCTURE IN ACCORDANCE WITH AASHTO REQUIREMENTS (FINAL DEFLECTED POSITION) BY ENS 07/15/98 PAGE: SUBJECT: ADDISON, TEXAS (40 FT. MAST
ARM) *********** INPUT DATA (CONTINUED) *********** JESCRIPTION OF SIGNALS AND SIGNS * ============================================================================== ?OSITION HEIGHT
DISTANCE SIGNAL SIGNAL** OF OF TO CENT. OR SIGN PROJECTED SIGN SIGN SIGNAL CENTROID FROM POLE WEIGHT AREA LENGTH WIDTH JR SIGN TYPE (FEET) (FEET) (LBS) (SQ. FT. ) (FEET) (FEET) ARM 1
SIGNAL 20.00 39.00 55 13.33 0.00 0.00 ARM 1 SIGN 20.00 34.00 15 0.00 2.50 2.50 ARM 1 SIGNAL 20.00 26.00 ,,0 8.67 0.00 0.00 ARM 1 SIGN 20.00 13.00 15 0.00 2.50 2.50 ARM 1 SIGN 20.00 2.00
50 0.00 8.00 2.00 POLE SIGN 16.00 0.00 10 0.00 2.00 2.00 POLE SIGNAL 13 .00 0.00 80 17.34 0.00 0.00 POLE SIGNAL 9.00 0.00 60 8.00 0.00 0.00 • THE VALUES SHOWN IN THIS TABLE MUST NOT
BE EXCEEDED WITHOUT CONSULTING VALMONT. ANY SIZES OR OTHER DIMENSIONS NOT PROVIDED BY THE SPECIFYING AGENCY HAVE BEEN ESTIMATED BY VALMONT. ,* THESE HEIGHTS ARE ABOVE BOTTOM OF BASE
PLATE OR TRANSFORMER BASE. 
4 ANALYSIS OF VALMONT INDUSTRIES TRAFFIC SIGNAL STRUCTURE IN ACCORDANCE WITH AASHTO REQUIREMENTS (FINAL DEFLECTED POSITION) BY BNS 07/15/98 PAGE: SUBJECT: ADDISON, TEXAS (40 FT. MAST
ARM) *********** INPUT DATA (CONTINUED) *********** UMINAIRE ARM 1 (DS50) PAN LENGTH = 8.00 FEET RIENTATION = a DEGREES** EMBER DATA BASE 0.0. = 2.38 INCHES OUTER END O.D. = 2.38 INCHES
THICKNESS 0.1540 INCHES ATTACH. HT. = 29.00 FEET* RISE = 3.50 FEET SLOPE AT BASE =, 32.0 DEGREES CENTROID LOCATION HORIZONTAL = 3.86 FEET VERTICAL = 2.18 FEET YIELD STRENGTH = 36.00
KSI UNBENT LENGTH = 8.94 FEET UMINAIRE *** SHAPE = ROUNDED MOUNTING HT. = 32.50 FEET* CENTROID HORIZ 9.00 FEET I'/EIGHT = 75.00 POUNDS PROJECTED AREA = 3.30 SQ. FT. * THESE HEIGHTS ARE
ABOVE BOTTOM OF BASE PLATE OR TRANSFORMER BASE. ** ARM ORIENTATIONS ARE ANGLES FROM +X AXIS IN X-Y PLANE. X AND Y AXES ARE PERPENDICULAR/PARALLEL TO SIDES OF POLE BASE PLATE. SEE ***
BELOW. ** THE LUMINAIRE SIZES SHOWN MUST NOT BE EXCEEDED WITHOUT CONSULTING VALMONT. IF THESE SIZES WERE NOT PROVIDED BY THE SPECIFYING AGENCY, THEY HAVE BEEN ESTIMATED BY VALMONT .
27 
5 ANALYSIS OF VALMONT INDUSTRIES TRAFFIC SIGNAL STRUCTURE IN ACCORDANCE WITH AASHTO REQUIREMENTS (FINAL DEFLECTED POSITION) BY BNS 07/15/98 PAGE: SUBJECT: ADDISON, TEXAS (40 FT. MAST
ARM) *********** RESULTS *********** INALYSIS OF ARMS: 'ORCES AND MOMENTS WITH WIND ACTING PERPENDICULAR TO EACH ARM 􀀡􀁾􀁾􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽
􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀁾􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀠GROUP FORCES (POUNDS) MOMENTS (FOOT-POUNDS) ARM ARM ANALYSIS LOAD ===================== ========================
TYPE NO. LOCATION NO. AXIAL FY FZ TORSION MY MZ SIGNAL 1 BASE 1 0 0 -857 0 15733 0 SIGNAL 1 BASE 2 0 2092 -857 0 15733 42557 SIGNAL 1 BASE 3 0 1104 -1285 0 24806 22272 LUMIN. 1 BASE
1 0 0 -109 0 808 0 LUMIN. 1 BASE 2 0 110 -109 17 808 793 LUMIN. 1 BASE 3 0 71 -146 10 1051 567 28 
6 ANALYSIS OF VALMONT INDUSTRIES TRAFFIC SIGNAL STRUCTURE IN ACCORDANCE WITH AASHTO REQUIREMENTS (FINAL DEFLECTED POSITION) BY BNS 07/15/98 PAGE: SUBJECT: ADDISON, TEXAS (40 FT. MAST
ARM) *********** RESULTS (CONTINUED) *********** illALYSIS OF ARMS: STRESSES WITH WIND ACTING PERPENDICULAR TO EACH ARM :===========================================================================
illAL . LOCATION :=============== GROUP COMB. APPLIED STRESS (KSI) ALLOW. STRESS (KSI) ARM ARM LOAD STR. ===================== ===================== TYPE NO. SITE NO. RATIO AXIAL BEND.
SHEAR AXIAL BEND. SHEAR SIG 1 BASE 1 0.32 0.00 11.72 0.25 33.00 36.30 18.15 SIG 1 BASE 2 0.67 0.00 33.81 0.65 33.00 50.82 25.41 SIG 1 BASE 3 0.49 0.00 24.84 0.49 33.00 50.82 25.41 LUM
1 BASE 1 0.68 0.00 16.18 0.20 21.60 23.76 11. 88 LUM 1 BASE 2 0.68 0.00 22.67 0.46 21.60 33.26 16.63 LUM 1 BASE 3 0.72 0.00 23.90 0.40 21.60 33.26 16.63 I I 2'1 
7 ANALYSIS OF VALMONT INDUSTRIES TRAFFIC SIGNAL STRUCTURE IN ACCORDANCE WITH AASHTO REQUIREMENTS (FINAL DEFLECTED POSITION) BY BNS 07/15/98 PAGE: SUBJECT: ADDISON, TEXAS (40 FT. MAST
ARM) *********** RESULTS (CONTINUED) *********** 􀁾􀁁􀁌􀁙􀁓􀁉􀁓􀀠OF POLE: FORCES, MOMENTS, AND CRITICAL WIND DIRECTIONS SECTION GROUP FORCES (POUNDS) MOMENTS (FOOT-POUNDS) WIND HEIGHT*
LOAD ==================== ======================== DIRECT-' (FEET) NO. FX FY FZ MX MY MZ (DEGREES) 27.00 1 o o -171 o 808 o 27.00 2 86 8 -171 -29 1139 40 5 27.00 3 66 o -226 o 1316 o
o 18.00 1 o o -1233 o 16562 o 18.00 2 o 2328 -1233 -2204 16570 43239 90 18,00 3 o 1283 -1779 -1584 25915 22758 90 14.00 1 o o -1343 o 16579 o 14.00 2 o 2492 -1343 -11631 16593 43239
90 14.00 3 o 1385 -1920 -6821 25963 22756 90 l.l..00 1 o o -1503 o 16614 o 1.1. 00 2 o 2985 -1503 -19251 16642 43239 90 11,00 3 o 1646 -2099 -11103 26074 22756 90 7.00 1 o o -1673 o
16651 o 7.00 :2 o 3233 -1673 -31.377 16693 43239 90 7.00 3 426 1573 -2302 -15372 30145 19540 70 0.00 1 o o --1662 o 16676 o 0.00 :2 o 3300 -1682 -54339 16728 43239 90 0.00 3 551 1575
-2574 -25425 34780 16560 65 * THESE HEIGHTS ARE ABOVE THE POLE BASE PLATE. ** THESE ARE DIRECTIONS TOWARD WHICH THE WIND IS FLOWING. THEY ARE ANGLES FROM THE +X AXIS IN THE X-Y PLANE

8 ANALYSIS OF VALMONT INDUSTRIES TRAFFIC SIGNAL STRUCTURE IN ACCORDANCE WITH AASHTO REQUIREMENTS (FINAL DEFLECTED POSITION) BY BNS 07/15/98 PAGE: SUBJECT: ADDISON, TEXAS (40 FT. MAST
ARM) *********** RESULTS (CONTINUED) *********** NALYSIS OF POLE: STRESSES ============================================================================= SECTION GROUP COMB. APPLIED STRESS
(KSI) ALLOW. STRESS (KSI) EFFECHEIGHT* LOAD STR. TIVE (FEET) NO. RATIO AXIAL BEND. SHEAR AXIAL BEND. SHEAR CA 27.00 1 0.02 0.03 0.81 0.00 33.00 36.30 18.15 1. 00 27.00 2 0.02 0.03 1.14
0.05 33.00 50.82 25.41 1. 00 27.00 3 0.03 0.04 1.32 0.02 33.00 50.82 25.41 1. 00 18.00 1 0.35 0.18 12.39 0.00 33.00 36.30 18.15 1. 00 18.00 2 0.69 0.18 12.51 16.86 33.00 50.82 25.41
1. 00 18.00 3 0.51 0.26 19.43 8.89 33.00 50.82 25.41 1. 00 14.00 1 0.31 0.18 11.03 0.00 33.00 36.30 18.15 1. 00 14.00 2 0.62 0.18 13 .48 15.07 33.00 50.82 25.41 1. 00 14.00 3 0.46 0.26
17.86 7.95 33.00 50.82 25.41 1. 00 11. 00 1 0.29 0.20 10.16 0.00 33.00 36.30 18.15 1.00 11. 00 2 0.62 0.20 15.57 14.01 33.00 50.82 25.41 0.99 11.00 3 0.43 0.27 17.34 7.39 33.00 50.82
25.41 0.99 7.00 1 0.26 0.21 9.15 0.00 33.00 36.30 18.15 0.99 7.00 2 0.64 0.21 19.54 12.69 33.00 50.82 25.41 0.99 7.00 3 0.43 0.28 18.60 5.78 33.00 50.82 25.41 0.99 0.00 1 0.22 0.21 7.70
0.00 33.00 36.30 18.15 0.99 0.00 2 0.70 0.21 26.27 10.74 33.00 50.82 25.41 0.99 0.00 3 0.43 0.29 19.90 4.67 33.00 50.82 25.41 0.99 * THESE HEIGHTS ARE ABOVE THE POLE BASE PLATE. 
ANALYSIS OF VALMONT INDUSTRIES TRAFFIC SIGNAL STRUCTURE IN ACCORDANCE WITH AASHTO REQUIREMENTS (FINAL DEFLECTED POSITION) BY BNS 07/15/98 PAGE: 9 SUBJECT: ADDISON, TEXAS (40FT. MAST
ARM) *********** RESULTS (CONTINUED) *********** 􀁾􀁁􀁌􀁙􀁓􀁉􀁓􀀠OF ANCHOR BOLTS CRITICAL MAX. APPLIED ALLOWABLE 3ROUP WIND COMB. AXIAL SHEAR STRESS (KSI) STRESS (KSI) BOLT LOAD DIRECT.
* STRESS FORCE FORCE ===========m:: =====""'===""-'== CONST NO. (DEG) RATIO (LBS) (LBS) AXIAL SHEAR AXIAL SHEAR UK!! 1 0.l2 -6366 3.35 27.50 0.60 2 285 0.47 -29638 l0457 15.60 5.51 38.50
23.10 0.60 3 290 0.34 -23361 5261 12.30 2.77 38.50 23.10 0.60 􀁾􀁁􀁌􀁙􀁓􀁉􀁓􀀠OF TRANSFORMER BASE CONNECTING BOLTS :=============================================================== CRITICAL
MAX. GROUP WIND COMB. BOLT STRESSES (KSI) LOAD DIRECT. * STRESS FORCE =================== NO. (DEGREES) RATIO (LBS) APPLIED ALLOWABLE 1 0.13 786l 4.45 33.25 2 65 0.44 35912 20.32 46.55
3 65 0.35 28380 16.06 46.55 P.NALYSIS OF BASE PLATE ============================================ COMBINED STRESS RATIO = 0.64 GROUP LOAD NUMBER = 2 CRITICAL WIND DIRECT. * 65 DEGREES
MAXIMUM BOLT FORCE = -35912 POUNDS BOLT-TO-POLE MOMENT ARM = 3.00 INCHES WIDTH OF BENDING SECTION l3.46 INCHES APPLIED BENDING STRESS 21.35 KSI 􀁾ALLOWABLE BENDING STRESS 33.26 KSI *
THESE ARE DIRECTIONS TOWARD WHICH THE WIND IS FLOWING. THEY ARE ANGLES FROM THE +X AXIS IN THE X-Y PLANE 
ANALYSIS OF VALMONT INDUSTRIES TRAFFIC SIGNAL STRUCTURE IN ACCORDANCE WITH AASHTO REQUIREMENTS (FINAL DEFLECTED POSITION) BY BNS 07/15/98 PAGE: 10 SUBJECT; ADDISON, TEXAS (40 FT. MAST
ARM) THIS PAGE PROVIDES THE PERTINENT INFORMATION CONCERNING THE ANALYSIS OF THE ARM-TO-POLE ATTACHMENT COMPONENTS OF THE SIGNAL AND SIGN ARMS. *********** INPUT DATA *********** ARM
1 ARM 2 JHMECTON BOLT DATA 􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀁾􀀽􀀽􀀽􀀽􀀽􀀠JMBER = 4 JLT DIAMETER (IN) = 1.250 3TM SPECIFICATION A325 JRIZONTAL SPACING (IN) = 10.00 3RTICAL SPACING (IN) 10.00
rTACHMENT PLATE DATA ==================== )RIZONTAL WIDTH (IN) = 13.00 ,RTICAL WIDTH ( IN) 13 .00 UCKNESS (IN) 1.500 [ELD STRENGTH (KSI) = 36 *********** RESULTS *********** ,ALYSIS
OF SIGNAL/SIGN ARM SIMPLEX BOLTS MAX. GROUP STRESS (KSI) BOLT LOAD TENSION =================== <M CSR NO. (LB) APPLIED ALLOWABLE === ================ ======= 0.61 2 34974 28.50 46.55
,ALYSIS OF SIGNAL/SIGN ARM SIMPLEX PLATES MAX. GROUP BEND. STRESS (KSI) SLOPE OF LENGTH OF PLATE LOAD =================== BEND LINE BEND LINE 1M CSR NO. APPLIED ALLOWABLE DEGREES (IN)
======= ========= ============ ============== 0.73 2 24.36 33.26 45 B.88 
ANALYSIS OF VALMONT INDUSTRIES TRAFFIC SIGNAL STRUCTURE IN ACCORDANCE WITH AASHTO REQUIREMENTS (FINAL DEFLECTED POSITION) BY BNS 07/15/98 PAGE: 11 SUBJECT: ADDISON, TEXAS (40 FT. MAST
ARM) RESULTS SUMMARY MAXIMUM COMBINED STRESS RATIO IN EACH MAJOR COMPONENT MAXIMUM REACTIONS APPLIED TO FOUNDATION 􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀁾􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀠POLE
(AT 0.00 FT) SIGNAL AND SIGN ARM 1 LUMINAIRE ARM 1 BASE PLATE ANCHOR BOLTS T-BASE CONNECTING BOLTS sis ARM 1 ATTACH. BOLTS sis ARM 1 ATTACH. PLATE 0.70 0.67 0.72 0.64 0.47 0.44 0.61
0.73 BENDING MOMENT TORSION SHEAR FORCE AXIAL FORCE 63194 FOOT-POUNDS 43239 FOOT-POUNDS 3300 POUNDS 2574 POUNDS MAXIMUM BENDING + AXIAL DEAD WT. STRESS ================ (KSI) ================
POLE 12.57 SIGN/SIGNAL ARM 1= 11.72 LUMINAIRE ARM 1= 16.18 RESULTANT DEFLECTION OF CAUSED BY DEAD WEIGHT POLE TOP 1.06 DEGREES 
1 ANALYSIS OF VALMONT INDUSTRIES TRAFFIC SIGNAL STRUCTURE IN ACCORDANCE WITH AASHTO REQUIREMENTS (FINAL DEFLECTED POSITION) BY BNS 07/15/98 PAGE: SUBJECT: ADDISON, TEXAS (44 FT. MAST
ARM) *********** INPUT DATA *********** lIND VELOCITY = 80 MPHI :LEVATION OF FOUNDATION ABOVE SURROUNDING TERRAIN o FEET 'OLE :HAPE ROUND .ENGTH 30.00 FEET :ASE O.D. 12.50 INCHES 'OP
O.D. e.30 INCHES 'APER 0.14 IN/FT 'EIGHT 805 POUNDS 'OLE SECTIONS OTTOM SECTION THICKNESS 0.2391 INCHES LENGTH = 30.00 FEET YIELD STRENGTH 55.00 KSI 0.00 FEET 'or SECTION THICKNESS 0.0000
INCHES LENGTH = 0.00 FEET BASE O.D. 0.00 INCHES YIELD STRENGTH 0.00 KSI ABE PLATE =============================== IDTH (SQUARE) = 18.00 INCHES HICKNESS = 1. 500 INCHES IELD STRENGTH
= 36.00 KSI NCHOR BOLTS UANTITY 4 OLT DIAMETER =: 1.75 INCHES OLT CIRCLE = 24.00 INCHES IELD STRENGTH = 55.00 K6I RANSFORMER BASE CONNECTING BOLTS =============================== [JANTITY
= 4 OLT DIAMETER = 1.50 INCHES OLT CIRCLE 18.00 INCHES 6TH SPEC = A325 ?l--BE HEIGHT = 24.00 INCHES ]5 
ANALYSIS OF VALMONT INDUSTRIES TRAFFIC SIGNAL STRUCTURE IN ACCORDANCE WITH AASHTO REQUIREMENTS (FINAL DEFLECTED POSITION) BY BNS 07/15/98 PAGE: ;2 SUBJECT: ADDISON, TEXAS (44 FT. MAST
ARM) *********** INPUT DATA (CONTINDED) *********** SIGNAL AND SIGN ARM 1 ARM 1 SECTIONS ================================ 􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀁾􀀽􀁾􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀁾􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀠SHAPE
= ROUND BASE SECTION SPAN LENGTH = 44.00 FEET THICKNESS 0.2391 INCHES 8ASE O.D. 􀁾􀀠10.00 INCHES LENGTH 44.00 FEET rAPER 0.14 IN/FT YIELD STRENGTH 55.00 KSI 'iTTACH. HT. * 􀁾􀀠20.00
FEET )RIENTATION ** = 0 DEGREES OVERLAP = 0.00 FEET SLOPE AT BASE a DEGREES :ENTROID LOCATION HORIZONTAL 18.74 FEET ABOVE ATTACH. = 0.00 FEET JNBENT LENGTH = 44.00 FEET * THIS IS HEIGHT
OF ATTACHMENT TO POLE ABOVE BOTTOM OF BASE PLATE OR TRANSFORMER BASE. SEE *** BELOW. ** ARM ORIENTATIONS ARE ANGLES FROM +X AXIS IN X-Y PLANE. X AND Y AXES ARE PERPENDICULAR/PARALLEL
TO SIDES OF POLE BASE PLATE. SEE *** BELOW. ,** IF ARM IS ATTACHED WITH A CLAMP, HEIGHT AND ORIENTATION MUST NOT BE CHANGED FROM VALUES SHOWN ABOVE WITHOUT CONSULTING VALMONT. 
3 ANALYSIS OF VALMONT INDUSTRIES TRAFFIC SIGNAL STRUCTURE IN ACCORDANCE WITH AASHTO REQUIREMENTS (FINAL DEFLECTED POSITION) BY BNS 07/15/9B PAGE: SUBJECT: ADDISON, TEXAS (44 FT. MAST
ARM) *********** INPUT DATA (CONTINUED) *********** lESCRIPTION OF SIGNALS AND SIGNS * ============================================================================== 'OSITION HEIGHT
** DISTANCE SIGNAL SIGNAL OF OF TO CENT. OR SIGN PROJECTED SIGN SIGN SIGNAL CENTROID FROM POLE WEIGHT AREA LENGTH WIDTH lR SIGN TYPE (FEET) (FEET) (LBS) (SQ. FT. ) (FEET) (FEET) ARM
1 SIGNAL 20.00 43.00 55 13.33 0.00 0.00 ARM 1 SIGN 20.00 38.00 15 0.00 2.50 2.50 ARM 1 SIGNAL 20.00 28.00 40 8.67 0.00 0.00 ARM 1 SIGN 20.00 20.00 15 0.00 2.50 2.50 ARM 1 SIGNAL 20.00
12.00 40 8.67 0.00 0.00 ARM 1 SIGN 20.00 2.00 50 0.00 8.00 2.00 POLE SIGN 16.00 0.00 10 0.00 2. 00 2.00 POLE SIGNAL 13.00 0.00 BO 17.34 O. 00 0.00 POLE SIGNAL 9.00 0.00 60 8.00 0.00
0.00 * THE VALUES SHOWN IN THIS TABLE MUST NOT BE EXCEEDED WITHOUT CONSULTING VALMONT. ANY SIZES OR OTHER DIMENSIONS NOT PROVIDED BY THE SPECIFYING AGENCY HAVE BEEN ESTIMATED BY VALMONT.
* THESE HEIGHTS ARE ABOVE BOTTOM OF BASE PLATE OR TRANSFORMER BASE. 37 
4 ANALYSIS OF VALMONT INDUSTRIES TRAFFIC SIGNAL STRUCTURE IN ACCORDANCE WITH AASHTO REQUIREMENTS (FINAL DEFLECTED POSITION) BY BNS 07/15/98 PAGE: SUBJECT: ADDISON, TEXAS (44 FT. MAST
ARM) *********** INPUT DATA (CONTINUED) *********** LUMINAIRE ARM 1 (DS50) SPAN LENGTH = 8.00 FEET :lRIENTATION = 0 DEGREES** 'IEMBER DATA BASE O.D. 2.38 INCHES OUTER END O.D. = 2.38
INCHES THICKNESS 0.1540 INCHES ATTACH. HT. = 29.00 FEET* RISE 3.50 FEET SLOPE AT BASE 32.0 DEGREES CENTROID LOCATION HORIZONTAL 3.86 FEET VERTICAL 2.18 FEET YIELD STRENGTH = 36.00 KSI
UNBENT LENGTH 8.94 FEET LUMINAIRE *** SHAPE = ROUNDED MOUNTING HT. 32.50 FEET* CENTROID HORIZ 9.00 FEET WEIGHT 75.00 POUNDS PROJECTED AREA 3.30 SQ. FT. * THESE HEIGHTS ARE ABOVE BOTTOM
OF BASE PLATE OR TRANSFORMER BASE. ** ARM ORIENTATIONS ARE ANGLES FROM +X AXIS IN X-Y PLANE. X AND Y AXES ARE PERPENDICULAR/PARALLEL TO SIDES OF POLE BASE PLATE. SEE *** BELOW. ,** THE
LUMINAIRE SIZES SHOWN MUST NOT BE EXCEEDED WITHOUT CONSULTING VALMONT. IF THESE SIZES WERE NOT PROVIDED BY THE SPECIFYING AGENCY, THEY HAVE BEEN ESTIMATED BY VALMONT . 
5 ANALYSIS OF VALMONT INDUSTRIES TRAFFIC SIGNAL STRUCTURE IN ACCORDANCE WITH AASHTO REQUIREMENTS (FINAL DEFLECTED POSITION) BY BNS 07/15/,,8 PAGE: SUBJECT: ADDISON, TEXAS (44 FT. MAST
ARM) *********** RESULTS *********** 1\NALYSIS OF ARMS: ",ORCES AND MOMENTS WITH WIND ACTING PERPENDICULAR TO EACH ARM 􀁾􀀻􀀻􀀻􀀻􀀭􀀻􀀻􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀁾􀁾􀀢􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽
􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀠GROUP FORCES (POUNDS) MOMENTS (FOOT-POUNDS) ARM ARM ANALYSIS LOAD ===================== ========================
TYPE NO. LOCATION NO. AXIAL FY FZ TORSION MY MZ SIGNAL I BASE I 0 0 -991 0 19474 0 SIGNAL I BASE 2 0 2419 -991 0 19474 51910 SIGNAL 1 BASE 3 0 128.6 -1500 0 3065S 27378 LUMIN. 1 BASE
1 0 0 -109 0 SOS 0 LUMIN. 1 BASE 2 0 110 -109 17 80S 793 LUMIN. 1 BASE 3 0 71 -H6 10 1051 567 
ANALYSIS OF VALMONT INDUSTRIES TRAFFIC SIGNAL STRUCTURE IN ACCORDANCE I,ITH AASHTO REQUIREMENTS· (FINAL DEFLECTED POSITION) BY BNS 07/15/98 PAGE: 6 SUBJECT: ADDISON, TEXAS (44 FT. MAST
ARM) *********** RESULTS (CONTINUED) *********** 􀁾􀁁􀁌􀁙􀁓􀁉􀁓􀀠OF ARMS: STRESSES WITH WIND ACTING PERPENDICULAR TO EACH ARM 􀁾􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽�
�􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀠 􀁾􀁁􀁌􀀮􀀠LOCATION ================ GROUl? COMB. APPLIED STRESS (KSI) ALLOW. STRESS (KSI) ARM ARM LOAD
STR. ===================== ===================== TYPE NO. SITE NO. RATIO AXIAL BEND. SHEAR AXIAL BEND. SHEAR SIG 1 BASE 1 0.36 0.00 13.06 0.27 33.00 36.30 18.15 SIG 1 BASE 2 0.73 0.00
3.7.19 0.71 33.00 50.82 25.41 SIG 1 BASE 3 0.54 0.00 27.57 0.54 33.00 50.82 25.41 LUM 1 BASE 1 0.68 0.00 16.18 0.20 21.60 23.76 11.88 LUM 1 BASE 2 0.68 0.00 22.67 0.46 21.60 33.26 16.63
LUM 1 BASE 3 0.72 0.00 23.90 0.40 21.60 33.26 16.63 
7 ANALYSIS OF VALMONT INDUSTRIES TRAFFIC SIGNAL STRUCTURE IN ACCORDANCE WITH AASHTO REQUIREMENTS (FINAL DEFLECTED POSITION) BY BNS 07/15/98 PAGE: SUBJECT: ADDISON, TEXAS (44 FT. MAST
ARM) *********** RESULTS (CONTINUED) *********** ffiALYSIS OF POLE: FORCES, MOMENTS, AND CRITICAL WIND DIRECTIONS ==============================================================================
SECTION GROUP FORCES (POUNDS) MOMENTS (FOOT-POUNDS) WIND HEIGHT* LOAD ======================== DIRECT** (FEET) NO. FX FY FZ MX MY MZ (DEGREES) 27.00 1 o o -175 o 808 o 27.00 2 85 7 -175
-29 1138 40 5 27.00 3 68 o -232 o 1319 o o 18.00 1 o o -1382 o 20304 o 18.00 2 o 2654 -1382 -2192 20313 52591 90 18.00 3 o 1471 -2014 -1621 31773 27863 90 14.00 1 o o -1498 o 20323 o
14.00 2 o 2820 -1498 -12927 20338 52591 90 14.00 3 o 1576 -2161 -7617 31825 27863 90 11. 00 1 o o -1661 o 20365 o 11. 00 2 o 3315 -1661 -21542 20397 52591 90 11.00 3 o 1840 -2346 -12480
31959 27863 90 7.00 1 o o -1838 o 20408 o 7.00 2 o 3565 -1838 -35000 20457 52591 90 7.00 3 487 1742 -2556 -17244 36735 23912 70 0.00 1 o o -2055 o 20438 o 0.00 2 o 3635 -2055 -60298
20499 52591 90 0.00 3 627 1739 -2840 -28345 42065 22710 65 * THESE HEIGHTS ARE ABOVE THE POLE BASE PLATE. ** THESE ARE DIRECTIONS TOWARD WHICH THE WIND IS FLOWING. THEY ARE ANGLES FROM
THE +X AXIS IN THE X-Y PLANE iff 
8 ANALYSIS OF VALMONT INDUSTRIES TRAFFIC SIGNAL STRUCTURE IN ACCORDANCE WITH AASHTO REQUIREMENTS (FINAL DEFLECTED POSITION) BY BNS 07/15/98 PAGE: SUBJECT: ADDISON, TEXAS (44 FT. MAST
ARM) *********** RESULTS (CONTINUED) *********** INALYSIS OF POLE: STRESSES 􀁾􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽�
�􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀠SECTION GROUP COMB. APPLIED STRESS (KSI) ALLOW. STRESS (KSI) EFFECHEIGHT* LOAD STR. ===================== ===================== TIVE (FEET) NO. RATIO
AXIAL BEND. SHEAR AXIAL BEND. SHEAR CA 27.00 1 0.02 0.03 0.72 0.00 33.00 36.30 18.15 1.00 27.00 2 0.02 0.03 1.01 0.04 33.00 50.82 25.41 1.00 27.00 3 0.02 0.04 1.17 0.02 33.00 50.82 25.41
1.00 18.00 1 0.38 0.19 13.67 0.00 33.00 36.30 18.15 1.00 18.00 2 0.80 0.19 13.76 18.44 33.00 50.82 25.41 1.00 18.00 3 0.58 0.28 21.43 9.79 33.00 50.82 25.41 1.00 14.00 1 0.34 0.19 12.24
0.00 33.00 36.30 18.15 1.00 14.00 2 0.72 0.19 14.51 16.57 33.00 50.82 25.41 1. 00 14.00 3 0.52 0.28 19.71 8.80 33.00 50.82 25.41 1. 00 11.00 1 0.32 0.21 11.32 0.00 33.00 36.30 18.15
1. 00 11. 00 2 0.70 0.21 16.49 15.45 33.00 50.82 25.41 0.99 11.00 3 0.49 0.29 19.08 8.21 33.00 50.82 25.41 0.99 7.00 1 0.29 0.22 10.25 0.00 33.00 36.30 18.15 0.99 7.00 2 0.71 0.22 20.36
14.05 33.00 50.82 25.41 0.99 7.00 3 0.47 0.30 20.38 6.43 33.00 50.82 25.41 0.99 0.00 1 0.25 0.22 8.69 0.00 33.00 36.30 18.15 0.99 0.00 2 0.76 0.22 27.07 11. 97 33.00 50.82 25.41 0.99
0.00 3 0.48 0.31 21.56 5.23 33.00 50.82 25.41 0.99 * THESE HEIGHTS ARE ABOVE THE POLE BASE PLATE. 
9 ANALYSIS OF VALMONT INDUSTRIES TRAFFIC SIGNAL STRUCTURE IN ACCORDANCE WITH AASHTO REQUIREMENTS (FINAL DEFLECTED POSITION) BY BNS 07/15/98 PAGE: SUBJECT: ADDISON, TEXAS (44 FT. MAST
ARM) *********** RESULTS (CONTINUED) *********** 􀁾􀁁􀁌􀁙􀁓􀁉􀁓􀀠OF ANCHOR BOLTS ;============================================================================= CRITICAL MAX. APPLIED
ALLOWABLE }ROUP WIND COMB. AXIAL SHEAR STRESS (KSI) STRESS (KSI) BOLT ,OAD DIRECT.* STRESS FORCE FORCE ============ ============ CONST NO. (DEG) RATIO (LBS) (LBS) AXIAL SHEAR AXIAL SHEAR
"KlI 1 0.15 -7739 4.07 27.50 0.60 2 285 0.54 -33772 12670 17.78 6.67 38.50 23.10 0.60 3 290 0.40 -27167 6396 14.30 3.37 38.50 23.100.60 􀁾􀁁􀁌􀁙􀁓􀁉􀁓􀀠OF TRANSFORMER BASE CONNECTING BOLTS :=============================================================== CRITICAL MAX. GROUP WIND COMB. BOLT STRESSES (KSI) LOAD DIRECT.
* STRESS FORCE =================== NO. (DEGREES) RATIO (LBS) APPLIED ALLOWABLE 1 0.16 9634 5.45 33.25 2 65 0.50 41221 23.33 46.55 3 60 0.40 33162 18.77 18.77 46.55 .NALYSIS OF BASE PLATE
COMBINED STRESS RATIO 0.70 GROUP LOAD NUMBER 2 CRITICAL WIND DIRECT. * 65 DEGREES MAXIMUM BOLT FORCE 41221 POUNDS BOLT-TO-POLE MOMENT ARM 2.75 INCHES WIDTH OF BENDING SECTION 12.96 INCHES
APPLIED BENDING STRESS 23.33 KSI ALLOWABLE BENDING STRESS 33.26 KSI * THESE ARE DIRECTIONS TOWARD WHICH THE WIND IS FLOWING. THEY ARE ANGLES FROM THE +X AXIS IN THE X-Y PLANE 
ANALYSIS OF VALMONT INDUSTRIES TRAFFIC SIGNAL STRUCTURE IN ACCORDANCE WITH AASHTO REQUIREMENTS (FINAL DEFLECTED POSITION) BY BNS 07/15/98 PAGE: 10 SUBJECT: ADDISON, TEXAS (44 FT. MAST
ARM) THIS PAGE PROVIDES THE PERTINENT INFORMATION CONCERNING THE ANALYSIS OF THE ARM-TO-POLE ATTACHMENT COMPONENTS OF THE SIGNAL AND SIGN ARMS. *********** INPUT DATA *********** ARM
I ARM 2 cONNECTON BOLT DATA :=================== 'lUMBER 4 ,OLT DIAl-tETER (IN) l.250􀁾􀀠'STM SPECIFICATION = A325 iORIZONTAL SPACING (IN) 11.00 lERTICAL SPACING (IN) = 11.00 ,TTACHMENT
PLATE DATA fORIZONTAL WIDTH (IN) 14.00 lERTICAL WIDTH (IN) 14.00 rHICKNESS (IN) = l. 500 {lELD STRENGTH (KSI) 36 *********** RESULTS *********** 􀁾􀁁􀁌􀁙􀁓􀁉􀁓􀀠OF SIGNAL/SIGN ARM SIMPLEX
BOLTS 􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀁾􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀠MAX. GROUP STRESS (KSI) BOLT LOAD TENSION =================== U<M CSR
NO. (LB) APPLIED ALLOWABLE :== ===== =;;;;===== ====,:,e.::= ==;:;===;;,:::;= 1 0.68 2 38937 31.73 46.55 􀁾􀁁􀁌􀁙􀁓􀁉􀁓􀀠OF SIGNAL/SIGN ARM SIMPLEX PLATES ============================================
============================ MAX. GROUP BEND. STRESS (KSr) SLOPE OF LENGTH OF PLATE LOAD =================== BEND LINE BEND LINE 1J<l.! CSR NO. APPLIED ALLOWABLE DEGREES (IN) =======
========= ============ ============== ===== I 0.88 2 29.44 33.26 45 9.80 
ANALYSIS OF VALMONT INDUSTRIES TRAFFIC SIGNAL STRUCTURE IN ACCORDANCE WITH AASHTO REQUIREMENTS (FINAL DEFLECTED POSITION) BY BNS 07/15/98 PAGE: 11 SUBJECT: ADDISON, TEXAS (44 FT. MAST
ARM) RESULTS SUMMARY MAXIMUM COMBINED STRESS RATIO IN EACH MAJOR COMPONENT MAXIMUM REACTIONS APPLIED TO FOUNDATION ================================ ========================================
POLE (AT 18.00 FT) = 0.80 BENDING MOMENT 70609 FOOT-POUNDS SIGNAL AND SIGN ARM 1 = 0.73 TORSION = 52591 FOOT-POUNDS LUMINAIRE ARM 1 0.72 SHEAR FORCE = 3635 POUNDS BASE PLATE = 0.70 AXIAL
FORCE 2840 POUNDS ANCHOR BOLTS = 0.54 T-BASE CONNECTING BOLTS 0.50 MAXIMUM BENDING + AXIAL DEAD WT. STRESS sis ARM 1 ATTACH. BOLTS = 0.68 ================ (KSI) ================ sis
ARM 1 ATTACH. PLATE = 0.88 POLE 13.86 SIGN/SIGNAL ARM l= 13.06 LUMINAIRE ARM l= l6.18 RESULTANT DEFLECTION OF POLE TOP CAUSED BY DEAD WEIGHT l.ll DEGREES