, RECEIVED OCT 291996 PUBLIC WORKS DEPARTMENT CITY MANAGER (214) 450-2871 16801 Wefttgrove MEMORANDUM October 28, 1996 To: Ron Whitehead City Manager From: JohnR. Baumgartner, ::!?P17
Director of Public 􀁷􀁯􀁾􀁢􀀠Re: Proton/Jogging Trail Intersection On October 8, 1996 the Council tabled action on the agenda item concerning engineering a "narrowed roadway section"
to provide a larger pedestrian refuge area at the trail crossing ofProton Drive. There was some discussion of using road humps as a more effective method of mitigating the conflicts
between the trail and roadway users. Our current policy regarding road humps requires a "super majority" ofneighborhood support prior to a public hearing and consideration by the Council.
As supplcmental studies, the Public Works Department has conducted a traffic count and speed analysis at this intersection. A summary ofthe results are as follows: Westbound Eastbound
Combined Average daily traffic 1406 1339 2745 Peak hour trafic 285 298 342 Time 5 to 6 p.m. 7 to 8 a.m. 7 to 8 a.m. 85 percentilc 37 mph 30 mph 37 mph Range 10 to 60 mph 11 to 40 mph
10 to 60 mph To minimize the potential for conflicts between the pedestrian/vehicular traffic at this intersection, staff recormnends the installation ofthe "narrowed roadway section"
in lieu of the roadhumps on this collector street. Please call me if you desire additional action on this project. 
Page: 1 Report of Speed by Lane Date: 􀀱􀀰􀀯􀀱􀀸􀀯􀀱􀀹􀁾􀀶􀀠􀀧􀁾􀀺􀁫􀀪􀀪􀀺􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀁾􀀪􀀪􀀪􀀪􀀪􀀪􀀻􀁴􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀁾􀁾􀀪�
�􀀣􀀪􀀪􀁩􀀧􀀪􀀪􀁾􀀧􀁩􀁾􀁾􀁴􀀠.cation: PROTON AT TRAIL WB Start Day: 10/17/96 End Day: 􀀱􀀰􀀯􀀱􀁥􀀯􀁾􀁇􀀠0ther: CLEAR Start Time: 00:00:00 End Time: 00:00:00 udy ID: ID 1* 00112 Interval:
15 min Intervals: 96 ,rial 1*: 230 Operator: C.Mitchell Type: Speed.none.none 􀀬􀁾􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀁷􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀣􀀪�
�􀀪􀀪􀁾􀁲􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀁾􀁾􀀪􀁊􀀠,eiChannel J-IO ll-20 21-25 26-30 31-35 36-40 4H5 46-50 51-55 56-60 bl-65 66-70 71-75 76-60 8!-85 86-90 91-95 %'101 Tota: 􀀧􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪
􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀣􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀣􀀪􀀮􀀪􀁾􀁾􀀠, 1 OIll/J 9% )O:OOam US o o 0 00000 000 o o 0 0 0 o 0 o )O:l5am
US o o 0 o 3 0 0 0 000 o o 000 o 0 3 )0:30ao US o o o 0 10000 o ° 0 o o 0 0 0 o 0 1 )0:45am US o O· 0 o 0 0 0 0 000 o o 0 0 0 o 0 o Hour total 0< 0* 0* 1* 31 O' 01 O' O' O' O. 01 01
O' O' O' O' 01 H )! :OOam US o o 0 1 1 0 0 0 000 o o 0 0 0 o 0 2 JI: 15am US o o 0 o 0 0 0 0 000 o 000 0 o 0 o i1 :30am US o o 0 o 0 1 0 0 o 0 0 o o 0 0 0 o 0 I )1:45am UB o o 0 o 0
0 0 0 000 o 000 0 o 0 o Hour total O. 0* 01 1* II I' O. O. 01 O' O' 01 O' O' O' O' 0* O' 3, )2:00al US o o 0 o 0 0 0 0 000 o o 000 o 0 o )2: 15am US o o 0 00000 000 o 000 0 o 0 o 0)2:30am
UB o o 0 o 0 ° 0 000 o 000 0 o 0 o H:,5am U8 o o 0 o ° 0 0 0 o 0 0 o o 000 o 0 o Hour total 0, 0* O. 01 O' 0' 01 O' O' 01 01 01 01 O' O' 01 O' 01 01 )3:00am U8 o o 0 o 0 0 0 0 010 o
o 0 0 0 o 0 )J: 15am US o o 0 00000 000 o o 0 0 0 o 0 o 33:30am US o o 0 o 0 1 0 0 000 o 000 0 o 0 )):45am US o o 0 o 0 0 0 000 o o 0 0 0 o 0 Hour total 01 0' O. )I 0' II O. 01 O. 11
01 01 O' 01 O. 01 01 O. 31 􀁾􀀴􀀺􀀰􀀰􀀬􀁭􀀠US o o 0 o 0 0 0 0 000 o o 0 0 0 o 0 o Q4:15,m US o o 0 o 0 0 0 0 000 o o 0 0 0 o 0 o 􀁾􀀴􀀺􀀳􀀰􀁡􀀢􀀠US o o 0 ° 0 0 000 000 o o 000 o 0 o
04:45am US o o 0 o 0 0 0 0 o 0 0 o o 0 0 0 o 0 o Hour total 0, O' O. 0. 01 O' 01 O' 01 0' O' O' O' O. 01 01 01 01 O' 05 :OOam US o o 0 o I 000 o 0 0 o o 0 0 0 o 0 1 05:15am US o o 0
o 0 0 0 0 000 o 000 0 o 0 o 05:30am U8 o o 0 o 0 100 000 o 000 0 o 0 05:45am US o o 0 o 0 001 000 o o 000 o 0 Hour total 01 O' 01 O. 1: I' O' I' 01 O' O. 0* 0' 01 01 01 O. 0* 31 06:00am
US o o 0 o I 100 o 0 0 o o 0 0 0 o 0 2 06:15am U8 o o 0 00010 000 o o 000 o 0 1 06:30am UB o o 0 o I 100 000 o 000 0 o 0 2 06:45am WS o o 0 o 2 I 0 0 000 o o 000 o 0 3 Hour total O'
O. O. 01 41 31 11 01 01 O' O. O' 01 01 01 01 0* 0* 6' 07 􀀺􀁏􀁑􀁡􀁾􀀠va o o o 2 7 o o o o o o o ° o o o o 10 
Page: 2 Report of Speed by Lane 􀁄􀁾􀁴􀁥􀀺􀀠10/18/1996 􀀧􀀪􀀪􀁾􀀪􀀪􀀪􀀪􀀪􀀪􀁾􀀪􀀣􀁾􀀪􀀪􀀪􀀪􀀪􀁾􀀣􀁾􀀧􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀁾􀀪􀀪􀀪􀁾􀀪􀀪􀁸􀀪􀀺􀁲􀁾􀀪􀀪􀀪􀀪􀀪􀀦
􀁾􀀪􀀪􀀺􀁴􀀪􀀪􀀪􀁾􀀪􀀠)cation: PROTON AT TRAIL WB Start Day : 10/17/96 End Day: 10/18/96 lather: CLEAR Start Time: 00:00:00 End Time: 00:00:00 􀁾􀁵􀁤􀁹􀀠ID: ID N 00112 Interval: 15 min
Intervals: 96 ;,rial N: 230 Operator-: 􀁃􀁟􀁾􀁬􀁬􀁴􀁣􀁨􀁥􀁬􀁬􀀠Type: .none.none 􀀧􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀁾􀀪�
�􀀪􀀪􀀪􀀪􀀪􀁾􀀪􀀪􀀪􀀪􀀪􀁾􀀪􀀪􀀪􀀮􀀪􀁾􀀮􀀠,etChannel 1-10 11-20 21-2526-30 31-35 36-40 41-45 46-50 51-55 56-60 61-65 66-70 71-75 76-S0 81-85 86-9091-9596-101 10lal 􀀱􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪
􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀺􀁫􀁾􀀮􀀪􀀪􀀪􀀪􀀪􀀪􀀣􀀪􀁾􀀪􀀪􀀪􀀪􀀪􀀧􀀪􀀮􀁴􀀺􀀫􀂭'J 10/1711996 .'1:15am 􀁾􀁥􀀠0 0 0 2 4 0 0 0 0 0 0
0 0 0 0 0 0 0 6 01 􀀻􀀳􀀰􀁡􀁾􀀠􀁾􀁂􀀠0 0 0 4 10 1 0 0 0 0 0 0 0 0 0 0 0 0 0 15 01 :45al we 0 0 0 5 7 1 0 0 0 0 0 0 0 0 0 0 0 0 13 Hour total-01 01 01 131 281 3! 01 01 O' O. O. O! 01
Ot 01 01 01 01 W 08:00am we 00462 o 0 0 0 0 0 000 0 o 0 12 08:15am we o 1 2 5 2 o 0 0 0 0 0 o 0 0 0 o 0 10 ·)8: 30am WS o 006 5 o 0 0 0 0 0 000 0 o 0 11 08:45am 􀁾􀁓􀀠o 1 0 l 1 o 0 0
0 0 0 o 000 o 0 5 Hour total 0* 2* &1 201 101 Ot O. Ot Ot Ot O. 01 O! Ot 01 Ot 0' 38' 09:00al WS o o 0 3 2 5 o 0 0 0 0 0 o 0 0 0 o 0 10 09:15ao WS o 02215 o 0 0 0 0 0 o 0 0 0 o 0 16
09:30am WS o 10052 00000 0 o 0 0 0 o 0 8 09:45ao WS o o 0 2 ) 2 1 000 0 0 o 0 0 0 o 0 12 Hour total 01 1* 21 7* 211 W 1 * 01 0* O' O' 01 01 O' 01 0' 01 01 46' 10:00ao WS o o 1 242 o
0 0 0 0 0 o 0 0 0 o 0 9 !0:15am WS o o 2 582 1 0 0 0 0 0 000 0 o 0 18 10:30ao WS o o 1 540 o 0 0 0 0 0 o 0 0 0 o 0 10 10:45al we o 1 026 5 o 000 0 0 o 000 o 0 14 Hour total 01 1* 4.
141 221 9' It 01 01 0' 01 O' 0. 01 01 01 01 01 51t 11:00amWS o o 1 0 9 3 1 0 0 0 0 0 o 000 o 0 15 11: 1Sam WS o o 0 1 10 4 1 0 0 0 0 0 o 0 0 0 o 0 17 11:30a. we o o 0 1 12 9 o 0 0 0
0 0 o 000 o 0 21 11:45am WS o o 1 4 13 12 o 0 0 0 0 0 000 0 o 0 30 Hour total 0; O' 2' Of 44. 28* 4; 01 01 O' 0* 0; 0; 01 O' O. 0' 0, 84 , 12:00pm WS o o 1 719 o 0 0 0 0 0 o 0 0 0 o
0 24 l2;15pm WS o o 0 4 10 6 00000 0 o 0 0 0 o 0 20 l2:30pm we o 1 I 4 16 5 000 0 0 0 o 0 0 0 o 0 21 l2:45pm we o o 0 3 6 5 100 0 0 0 o 000 o 0 15 Hour lotal 01 11 21 181 391 251 1*
01 01 O. 01 0* 01 0' 01 01 01 01 86' 13;00pm we o I 0 2 11 10 o 0 0 0 0 0 o 000 o 0 25 i3:15pm WS o o 0 4 10 2 o 0 0 0 0 0 o 000 o 0 16 13;30pm WS o 1 106 3 o 000 0 0 o 000 o 0 11 11:45pm
WB o 02622 o 0 0 0 0 0 o 000 o 0 12 Hour total 0* 21 31 W 30·' 11: 01 0, 01 01 01 01 0* 0, 0' 0, 0' 01 64' l4:00pm WS o o 069 2 o 0 0 0 0 0 o 000 o 0 17 l4:15pl WB o o 0 ISO 1 0 0 0
0 0 o 0 0 0 o 0 1 
Page: 3 Report of Speed by Lane Date: 10/18/1996 􀀧􀁴􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀺􀁾􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀁾􀀪􀀪􀀪􀀪􀁾􀀪􀀪􀀮􀀪􀀪􀀪􀁾􀀪􀀣􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀁾􀂷
􀁴􀁾􀂷􀁾􀁩􀀮􀁴􀁴􀀠.cation: PROTON AT TRAIL WB Start Day: 10/17/96 End Day: 10/18/96 ther: CLEAR Start Time: 00:00:00 End Time: 00:00:00 udy ID: ID # 00112 Interval: 15 min Intervals:
96 Jrial #: 230 Operator: c.Mitchell Type: Speed.none.none 􀁾􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀺􀁲􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀁾􀀺􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀺􀁾􀀪􀀪􀀪􀀪􀁾􀀪􀁾􀀪􀀪􀀪􀁾􀀪􀀪􀀪
􀀪􀀪􀀪􀀪􀀪􀁾􀁊􀀬􀀺􀁴􀁴􀁾􀂷􀁾􀀠,./Chano,l 1"10 11-20 21'25 26,3031'3536-40 41-45 46-5051-5556-6061-6566-7071-15 76-80 Bl-85 8HO 9l-9S 96-101 Total 􀀱􀀪􀀪􀀪􀀪􀀪􀀺􀀮􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪�
�􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀁾􀀪􀀪􀁾􀀪􀀪􀀪􀀪􀁾􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀁾􀀪􀀪􀀪􀀪􀀮􀀪􀀪􀀪􀁾􀁊􀁓􀀱􀀠, 10117/1996 ,4:30pm US 0 0 1 0 5 1 0 0 0 0 0 0 0 0 0 0 0 0 7 .4: 4lp,l US
0 0 3 0 6 5 1 0 0 0 0 0 0 0 0 0 0 0 IS Hour total 0. O' 4* 7* 25. 8* 2* 01 O' 0* 01 O. O. 01 O' 0* O' 0* 461 :5:00pm 􀁾􀁂􀀠o 0 135 7 2 0 o o 000 o o 0 o 0 18 '5:ISp& US o 0 165 5 o 1
o o 000 o o 0 o 0 18 :5:30pm US o 2 134 o 0 o o 000 o o 0 o 0 II 􀁾􀀵􀀺􀀴􀀵􀁰􀁭􀀠US o 0 7 19 S 1 0 o o o 0 0 o o 0 o 0 36 Hour total 0* 2' 41 17. 32* 24; 3; 1; 01 Ot Ot 0, O. o. 01 0,
O' o. 831 16:00pa WS o 1 2 4 5 S o o o 000 o o 0 o 0 21 :6:15pm us o 1 1 3 16 a o o o 000 o o 0 o 0 30 1.:30pm we o 0 1 6 14 16 o o o 000 o o 0 o 0 38 16:45po US o 0 2 9 19 10 o o o
000 o o 0 o 0 4 I Hour total 0* 2. 6* W 54i 42i 4* 01 o. Ot O. O' Ot 01 Ot O' Ot 0, 130, 17 :OOpl) US o o 8 43 20 0 0 0 o 0 o 0 o 0 0 0 0 72 17:15p,1 U8 o o o 4 52 22 4 0 0 o 0 o 0 o
000 0 82 :7:30pm we o o o 8 28 14 7 0 0 o 0 o 0 o 0 0 0 0 57 􀁩􀀷􀀺􀀴􀀵􀁰􀀬􀁾􀀠US o o 1 14 34 20 5 0 0 o 0 o 0 o 0 0 0 0 74 Hour tota l o. 1* I. 34i 157' 761 Ibi 01 O' O. O. o. o' O.
Ot 0' 0-01 2aS. 13:00p,; US o o 0 4 22 13 2 0 o 0 o o 0 o o 0 0 0 41 :B:1Spo U8 o o 3 7 17 8 0 0 o 0 o o 0 o o 0 0 0 35 !S:30p" WS 1 1 1 • 18 3 2 0 o 0 o o 0 o o 0 0 0 32 18:45p. US
o o 3 10 10 6 0 0 o 0 o o 0 o o 0 0 0 29 Hour tolal l< 11 ), 171 67. 301 4' 01 01 01 Ot Ot O' O' O' 01 0-01 l371'):O,pm US o 1 3 5 12 6 2 0 o 0 o o 0 o o 000 29 􀀱􀀱􀀺􀀱􀀵􀁰􀁾􀀠US o
o 0 4 13 S 0 0 o 0 o o 0 o o 0 0 0 25 19:30p. WS o o 1 562 2 0 o 0 o o 0 o o 0 0 0 16 19:4SpID WS o o 2 5 9 8 1 0 o 0 o o 0 o o 0 0 0 25 Hour total 01 Ii 6* 191 40* 24< Si 0, 0* O' O'
O. 01 O' 01 01 Ot 0, 9St 20:00pm US o o 0 0 11 6 0 0 o 0 o o 0 o o 0 0 0 17 20:ISpg US o o 0 1 3 4 0 0 o 0 o o 0 o o 0 0 0 a 20:30pn WS o o 0 3 S 500 o 0 o o 0 o o 0 0 0 1. 20:45p. US
o o 0 5 14 5 0 0 o 0 o o 0 o o 0 0 0 24 Ho'!r tolal 0; 0* O' 9' 3.1 20* O' O' 01 01 o. 01 Ot O' O' 01 0, 01 651 21:00p, US o o 1 774 I 0 o 0 o o 0 o o 0 0 0 20 􀀲􀀱􀀺􀁉􀁓􀁰􀁾􀀠WS o 0028800
o 0 o o 0 o o 0 0 0 18 21:30p. US o o 134 600 o 0 o o 0 o o 0 0 0 14 
Page: 4 Report of Speed by Lane Date: 10/18/199(, 􀀪􀀪􀀪􀁾􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀁾􀀪􀀪􀀪􀀪􀁾􀀺􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀺􀁲􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀻􀁫􀀪􀀪􀀪􀀪􀁫􀀺􀁋�
�􀀮􀁴􀀺􀁾􀁖􀀪􀁾􀀮􀂷􀁾􀀪􀀠<:ation: PROTON AT TRAIL [·)8 Start Day : 10/17/96 End Day : 10/18/9(, .ather : CLEAR Start Time: 00:00:00 End Time: 00:00:00 udy ID: ID II 00112 Interval :
15 min Intervals: 96 ,ia1 II : 230 Operator: C .Mitchell Type: Speed.none.none 􀁾􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀮􀀪􀀪􀀪􀀪
􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀁾􀀠􀁉􀁾􀁾􀀠a/Channel 1-10 11-20 21-2, 26-30 31-35 36-40 41-45 46-50 51-55 56-60 61-65 66-70 71·75 76-S0 81-85 86-90 91-95 96-101 Total 􀀪􀁾􀁾􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪�
�􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀢􀁴􀁾􀀠111 10/1711996 1:45pm UB 0 0 0 2 5 0 0 0 0 0 0 0 0 0 0 0 0 0 7 􀀬􀁾􀀬Hour
total 01 O. 2. 14t W la. It 01 O' O' O· O. O' 01 O' O' O' O. Ot 2:OOpm UB 0 0 0 5 7 2 0 0 0 0 0 0 0 0 0 0 0 0 14 2:15pm 􀁾􀁓􀀠0 0 0 5 0 4 0 0 0 0 0 0 0 0 0 0 0 0 9 2:30pm WB 0 0 0 4
6 4 0 0 0 0 0 0 0 0 0 0 0 0 14 2:45pm WB 0 0 1 3 6 I 1 I 0 0 0 0 0 0 0 0 0 0 13 Hour total O. 01 H 17. 19. 11* 1* l' O. 01 01 O. O' O. O' O' 01 O. 50' 3:00pm 􀁾􀁳􀀠0 0 1 1 3 4 0 0 0
0 0 0 0 0 0 0 0 9 3:15pb U8 0 0 0 2 4 3 1 0 0 0 0 0 °0 0 0 0 10 􀀳􀀺􀀳􀀰􀁰􀁾􀀠US 0 0 0 1 0 1 0 0 °0 0 0 0° 0 0 0 0 2 3:45pm UB 0 0 1 °0 0 0 0 0 0 0 0 0 0 0 0 0 0 °0 1 Hour total 0' O.
2' 3' a, 71 2' 01 01 O. 0' 01 01 O. O. 01 01 01 22' Oay total It I2t 48' 2481 6751 372l 461 3' 01 It 01 01 01 0' 01 O' O· O. 1406. Percent 0.1% O.H 􀀳􀀮􀀴􀁾􀀠17 .6}' 􀀴􀀸􀀮􀀰􀁾􀀠26.5%
3.3% 0.2% 􀁏􀀮􀁏􀁾􀀠o.n 0.01 0.0% 􀁏􀀮􀁏􀁾􀀠􀁏􀀮􀁏􀁾􀀠0.0% 0.0\ 0.01 0,01 100.0'. 
Page: 5 Report of Speed by Lane Date: 10/18/1996 􀀮􀁾􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀁾􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀻􀁾􀀪􀀪􀀪􀀪􀀪􀀪􀁾􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀁾􀀪􀀪􀀪􀂷􀀮􀂷􀀪􀁾􀁾􀀪􀀪􀀪􀀪􀀪􀂷􀁉􀂷􀀧
􀀻􀁊􀁾􀂷􀁾􀀺􀁲􀀪􀁾􀀮􀂷􀁾􀀪􀀠·cation: PROTON AT TRAIL WB Start Day : 10/17/96 End Day: 10/18/96 ·ather CLEAR Start Time: 00:00:00 End Time: 00:00:00 udy rD: ID It 00112 Interval: 1S min
Intervals: 96 ·rial .: 230 Operator: C.Mitchell Type: Speed.none.none 􀀪􀁾􀀪􀀪􀀺􀁫􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀂥􀁾􀀪􀀪�
�􀁾􀀪􀀪􀀪􀀪􀀪􀁾􀁁􀀮􀀪􀁾􀀮􀁾􀀪􀀪􀀺􀁴􀀠e/Channel 1-10 11-20 21-25 26-30 31-35 36-40 41-45 46-50 51-51 56-60 61-65 66-70 71-75 76-80 Sl-8S 86-9091-95 96-101 Tolal 􀀧􀀪􀁾􀀪􀀪􀀪􀁾􀀪􀀪􀀪􀀪􀁾􀀪􀀪􀀪􀀪􀀪􀀪􀀪�
�􀀪􀀪􀀪••􀀪􀁾􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀁷􀀪􀀪􀀪􀀪􀁔􀀪􀀪􀁾􀁗􀁗􀀪􀁔􀁾􀀮􀀪􀀪􀀪􀀪􀀪􀀪􀁾􀁉􀀠,·r.l· Grand Iota! 1* 12* m 248, 675. 372, 46* 3, 0* 1; 0* 0* O. 0; 0'
􀁏􀁾􀀠o' 0* 1406' Percent 0.1% 0.9% 3.4% 􀀱􀀷􀀮􀀶􀁾􀀠48.0% 48.0% 26.5% 3.3% 0.2% 0.0% 0.1% 0.0% 0.0% 0.0% 0.0% o.ol 0.0% 0.0% 0.0'; 100.0\ Accrued 1* 13* 61. 309, 984. 1356* 1402* 1405.
1405* 1406. Accrued \ 􀀰􀀮􀀱􀁾􀀠0.9% 4.3% 22.0\ 70.0% 96.4% 􀀹􀀹􀀮􀀷􀁾􀀠99.9% 99.9\100.0% SPEED SIATISIICAl SUMMARY PeT c e n til e Speeds in excess of Vehicle Average Total Speed 15th
50th 85th m )45 )55 )65 )75 1406 33.2 29.0 33.0 37.0 422 4 1 o 0 30.0% 􀀰􀀮􀀳􀁾􀀠O.U 􀁏􀀮􀁏􀁾􀀠0.0% 􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀨􀁐􀁥􀁾􀁫􀀠hour analysis)---------------------SLart
Start Peak Peak Date Time Count Factor 10/17/96 A.M. Peak starts 11:00 84 0.70 10/17/96 P.M. Peak starts 17:00 285 0.87 ------.-.-....---.... _.--.. (High hour useage tirnes)--------Time
Date Hour Date Count Highest hour::; frorll 00:00 10/17/96 to 00:00 10/18/96 Highest 17:00 10/17/96 285 2nd Highest 18:00 10/17/96 137 3rcJ Highest 16:00 10/17/96 130 
) Page: 1 Graph of Total Vehicles per Speed Date: 10/18/1996 􀂷􀂷􀁦􀁎􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀁾􀁾􀀪􀀪􀀪􀁾􀀮􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀁾􀀺􀁾􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀁾􀀪􀀮􀁫􀁾􀁾􀀪􀀪􀁴􀁾􀀪􀀪􀁾
􀁾􀀺􀀪􀀪􀀪􀀪􀀪􀁾􀀮􀀪􀀪􀁾􀁊􀀮􀀺􀁾􀀮􀁾􀁾􀀮􀁾􀀠cation: PROTON AT TRAIL WB Start Day: 10/17/96 End Day: 10/18/9& ather CLEAR Start Time: 00:00:00 End Time: 00:00:00 􀁾􀀡􀁤􀁹􀀠ID: 10 H 00112
Interval: 15 min Intel"vals: 96 rial #: 230 Operator: C.Mitchell Type: Speed.nona.none 􀂥􀀳􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪
􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀁾􀁉􀀢􀀪􀀠Speed Count Percent 􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪�
�􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀢􀁉􀁾􀀠170 340 510 680 1 1 to to 10: 20: 1 12 0 .. 1%: 0.9%: * * -----------+------------+------------+------------+ 1 to 2S: 48 3.4%: **** 6 to 30: 248 17.6%: *******************
1 to 35: 675 48.0%: **************************************************** .r 0 to 40: 372 26.5%: 􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀁾􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀠1 to 45: 46 3.3%: **** 6 to
50: 3 0.2%: ;;; .1 to 55: 0 0.0%: .r, to 60: 1 0.1%: * i to 65: 0 0 .. 0%: .6 to 70: 0 0.0%: 1 to 7"":J, 0 􀁏􀁾􀁏􀀥􀀻􀀠-6 to 80: 0 0.0%: l to 85: 0 0.0%: :t;;. to 90 : 0 o 􀁾􀀠􀁯􀁾􀁾􀀠:
1 to 95: 0 o 􀀮􀁏􀀿􀁾􀀺􀀠I(J to 101 : 0 o .0:";; : Total 1406 􀀱􀀰􀀰􀀮􀀰􀁾􀀠--------+-----------+----------+-------------+170 340 510 680 
Page: 1 Report of Speed by Lane Date: 10/18/1996 ****************************************************************************** -cation: PROTON EB AT TRAIL Start Day : 10/17/96 End Day:
10/18/96 'ather: CLEAR Start Time: 00:00:00 End Time: 00:00:00 udy 10: ID a 00111 Interval: 15 min Intervals: 96 -rial a: 231 Operator: C.Mitchell Type: Speed.none.none 􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪
􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀁾􀀮􀀪􀀠elCnanna! 1-10 11-20 21-21 26-30 31-31 36-40 41-41 46-50
51-55 56-60 61-65 66-70 71-75 76-80 81-81 86-90 91-95 96-101 lotal ****************************************************************************** I011Ji1996 '0:00am fB 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0; 1Sam f8 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0:30am fB 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 '0 :45.1 f8 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 Hour total
01 01 11 II 01 01 01 01 01 01 01 01 01 01 01 01 01 01. 21 11:00am EB a o 0 1 a a o o o o o o o o o o o a I 11:15am fB o o 0 o 0 a o o a o o a o o o o a o 􀀩􀀱􀀺􀀳􀀰􀁡􀁾􀀠fB o o 0 a a
a o o o o o o o o o o a o 11:45am EB o a a o 0 o o o o o o a o a o o a a Hour total 01 o. o. I' 0, 0* 0* Ot Ot 01 O. 01 O' 01 O' at at It 12;00a. fB a o a a 0 o o o o o o o o o o o o
11:1511 f8 a a 0 o 0 o o o o o o o o o o o o 12:30am E8 a a 0 a 0 o o o o o o o o o o o o ;2:45.. f8 o o 0 o a o o o o o o o o o o o o Hour total 0, 0, 0* O' 0' 0* O. 01 0* O' a· 01
O. O' O. O· O' 1):OOa. fB o o 0 a a o o o o a o o o o o o o o o )):lla" EB o o 0 a 0 o o a o o o o o a o o a a o !);30am EB o o 0 a I o a o o o o a o o o a o a 1 1l:4Sam EB a o 0 o 0
o o a o o o a o o o o a a Hour total 01 01 O' O' P 0*° o' Ot o' O' 0" O· o· 0* a. 0' O. o. It )4;00•• E8 o o 0 o 0 o o o o o o o o o o o o o o i4;ISam Ea o o 0 I 0 o o o o o o o o o
o o o o I )1: 10arn Ea o o I I 0 o o o o o o a o o o o o o 2 )4:45a. fB o o I a 0 o o a o o o o o o o o o o I Hour total 0' O' 2' 2. 0, 0* 0' o. O. Ot 0, 0* 0' 0' O' O' O' O' 4. 11:OOam
fB o o 1 a 0 0 o o o o o o a o o o o a a 1 15:15am EB o 1 2 o a o a o o o o o o o a o a o 3 -1\ :30am EB o o 3 1 I o o o o o o a o o o o a o 5 ,);:45am fB o o 4 2 I o o a o o o o o o
o a o o 7 HJur total 3* 2* O. O' o. 01 at 01 01 01 0, a· 0, a. 01 161O' I' 10' 06:00.m EB o o I 3 0 o o o o o o o o o o o o o 4 06:15•• fB o o I 2 2 o o o o o o a o o o o o a 9 %:30.m
EB o I 3 4 4 o o o o o o o o o o o o o 12 06 :45ao Ea o I 16 8 9 o o o o o a o o a o o o o 34 Hour tot.! O' 2' 2S' l7* lSi 0* 01 O' O. O. 0' 0* O. 01 O. O· O' at 59' :)7 :OOam f8 3 II
II 8 o o o a o o o o o o o o 34 
Page: 2 Report of Speed by Lane Date: 10/18/1996 􀀮􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀁺􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀁾􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀁾􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪
􀀪􀀪􀀥􀀪􀀠-cation: PROTON EB AT TRAIL Start Day : 10/17/96 End Day: 10/18/96 􀁾􀁴􀁨􀁥􀁲􀀺􀀠CLEAR Start Time: 00:00:00 End Time: 00:00:00 udy ID: ID • 00111 Interval: 15 min Intervals:
96 ,rial p: 231 Operator: c.Mitchell Type: Speed.none.none ****************•••••********************************************************* a/Channel 1-10 11-20 21-25 26-30 31-35 36-40
41-45 46-50 51-55 56-60 61-65 66-70 71-75 76-80 81-85 86-90 91-95 96-101 Tolal *************************************************************************••".,. " 10117/1996 :7:15al fB
o 3 28 28 8 o o o o o o o o o o o o o 67 7 :30am EB o 2 45 38 10 o o o o o o o o o o o o o 95 :7:45am fB o 2 48 34 lB o o o o o o o o o o o o o 102 Kour tolal 01 10; 1321 Illi 01 O'
01 01 01 01 01 01 298' '$ :OOam fa o o 32 2B 7 o 0 o 0 o o o o 0 o o o o 67 )8:15am fa o 1 30 42 15 o 0 o 0 o o o o 0 o o o o 88 )3:30am fB o o 23 29 7 o 0 o 0 o o o o 0 o o o o S9 j8:45am
fa o 1 14 19 1 o 0 o 0 o o o o 0 o o o o 35 Hou r tota 1 01 21 991 1181 301 01 O. 01 01 0; 01 01 01 0; 0' 01 01 0. 2491 )9 :OOam fa o 078 6 o 0 0 0 o o 0 o o 0 o 0 o 21 􀀩􀁾􀀺􀀱􀀵􀁡􀁭􀀠fB
o o B 9 0 o 0 0 0 o o 0 o o 0 o 0 o 17 )9:30.m fa o 3 4 7 1 000 0 o o 0 o o 0 o 0 o 15 ,9:45am fB o 1 14 3 2 o 0 0 0 o o 0 o o 0 o 0 o 20 Hour total 01 41 331 27* 9; O' O. O' 0* 01 01
01 01 01 01 Ot 01 01 731 :O:OOa, fa o o B 6 0 o 0 0 0 o o 0 o o 0 o 0 o 14 :0:15am fB 1 021 0 o 0 0 0 o o 0 o o 0 o 0 o 4 :0:30am fB o 2 5 4 0 o 0 0 0 o o 0 o o 0 o 0 o 11 ;0:45am fa
o 1 122 o 0 0 0 o o 0 o o 0 o 0 o 6 Hour total II 3* 16< l3i 2; 01 0; 01 01 01 01 01 01 01 01 0' 01 O. 351 11 :OOam EH o 1 10 3 0 o 0 0 0 o o 0 o o 0 o 0 o 14 l1:I5a, fB o 177 1 o 0
0 0 o o 0 o o 0 o 0 o 16 :1:30a, f8 o 2 5 3 4 o 0 0 0 o o 0 o o 0 o 0 o 14 :1:45a" fB o o 10 5 4 o 0 0 0 o o 0 o o 0 o 0 o 19 Hou r tota 1 01 4' 32' IBI 91 O. 01 O. O' 01 0. O' 01 Ot
O. 01 01 0' O. 63' l2:00pm f8 o 162 1 o 0 0 0 o o 0 o o 0 o 0 o 10 l2:15pm fB o 073 1 o 0 0 0 o o 0 o o 0 o 0 o It l2:30pm fB o 1 10 7 1 o 0 0 0 o o 0 o o 0 o 0 o 19 l2:45p, fB o 2 11
7 3 o 0 0 0 o o 0 o o 0 o 0 o 23 Hour total 0; 4' 34' 191 6' 01 01 01 O. 0; 0' 01 Ot 01 01 0* 0* 01 631 l3:00p. EB o 1 6 14 1 000 0 o o 0 o o 0 o 0 o 22 13:1Sprn f8 o I 7 1 2 o 0 0 0
o o 0 o o 0 o 0 o 11 13:30pm E8 o o 4 3 3 o 0 0 0 o o 0 o o 0 o 0 o 10 13:45pm fB o 2 6 B 5 o 0 0 0 o o 0 o o 0 o 0 o 21 Hour tota I 01 4' 231 26. 11* 0* 01 0* 01 01 0' 01 O. 01 01 01
Ot 01 641 14:00pm fa o o 12 6 o o o o o o o o o o o o o 19 14:ISpm fa o 1 II 5 o o o o o o o o o o o o o 18 
Page: 3 Report of Speed by Lane Date: 10/18/1996 􀀭􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀁾􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪
􀀪􀀪􀀪􀀪􀀠.cation; PROTON EB AT TRAIL Start Day; 10/17/96 End Day: 10/18/96 .ather: CLEAR Start Time: 00:00:00 End Time: 00:00:00 udy ID: ID l* 00111 Interval: 15 min Intervals: 96 ·rial
.: 231 Operator: c.Mitchell Type: Speed.none.none•••••*••••••••••••••••••••••••**.**••*•••••••*•••***••**••******************-* a/Channel 1-10 11-2021-1516-3031-3536-40 4H5 46-50 51-55
56-6061-6566-7071'7576-80 SI'85 86-90 91-95 %-101 iotal **************•••*.*.****.*••***•••••*****•••***•••*****•••••••􀀪􀀮􀀪􀀪􀀮􀀪􀀮􀀪􀀪􀀪􀀪􀀮􀀪􀁾􀀪􀀠10117/1996 4: 30pm Ea 0 0 6 3 1
0 0 0 0 0 0 0 0 0 0 0 0 0 10 .4:4Spm E8 0 0 3 6 4 0 0 0 0 0 0 0 0 0 0 0 0 0 13 Hour total 0; It m 20* 7; O' O. O. O' 0* O. 01 O' O. O. 01 0* O' 60' .5:00pm E8 o o 10 3 3 o o o o o o
o o o o o o o 16 .5:15pm E8 o o 4 5 2 o o o o o o o o o o o o o Il .5:30pm E8 o o 7 9 3 o o o o o o o o o o o o o 19 :5:45pm E8 o 1 7 3 5 o o o o o o o o o o o o o I. Hour total 0; 1*
2E' 20; 13' O' O. 01 0; o. 0; o. 0; 0; O. O' o. 0; m i6:00pm E8 o 1 7 2 3 o o o o o o o o o o o o o 13 16:15po f8 o 1 5 2 2 o o o o o o o o o o o o o 10 l6:30pm Ea o 1 2 3 1 o o o o
o o o o o o o o o 7 16:45pm EB o 2 5 5 0 o o o o o o o o o o o o o 12 Hour total o. 5; 19; 12. 6. O' o. 01 0; 0; O. O. O. O' 0; 0; o. O. 42' i7:00pro E8 o o 5 2 2 o o o o o o o o o o
o o o 9 17: ISpm EB o o 2 1 4 o o o o o o o o o o o o o 7 17:30pm fB o 3 2 S 1 o o o o o o o o o o o o o Ii 17:45pm fa o o 10 7 o o o o o o o o o o o o o 18 Hour total o. 31 19. 15;
8. O· O' O. o· O' o. 01 O' 01 0. 0; 0; o. 45. 18:00pm f8 o o 10 3 2 o o o o o o o o o o o o o 15 18:15pm EB o o 12 6 2 o o o o o o o o o o o o o 20 18:30pm fa o 2 4 4 3 o o o o o o o
o o o o o o 13 ,8:45pm f8 o o 9 4 4 o o o o o o o o o o o o o 17 Hour total o. 21 35' 171 11* 0' o. o. 0; O· O' o. 0; 0. 01 0; 01 0; 65. 19:00pm fa o 1 7 2 0 o o o o o o o o o o o o
o 10 19:15pm Ea o o 9 5 4 o o o o o o o o o o o o o 18 19 :30p. EB o o 9 3 0 o o o o o o o o o o o o o 12 19:45pm Ea o 1 7 5 2 o o o o o o o o o o o o o 15 Hour total O' 2; 32t lSI 6'
o. O' 0' 0; 0; O' O' 0* O' 0. o. 0; o. 55. 20:00pm Ea o I 2 3 2 o o o o o o o o o o o o 8 20:l5pm fa o o 3 1 1 o o o o o o o o o o o o 5 20:30pm fa o o 4 2 1 o o o o o o o o o o o o
7 20:45pm fa o 3 6 1 1 o o o o o o o o o o o o Il HQur total 0; 4; 15' 7i 5' 0; O· 0; O. o· o. o. 0; o· O. 0; O. 31. 21:00po EB o o 4 o 0 o o o o o o o o o o o o o 4 21:15pm EB o o 1
2 1 o o o o o o o o o o o o o 4 21:30pm EB o o 5 o 3 o o o o o o o o o o o o o B 
Page: 4 Report of Speed by Lane Date: 10/18/1996 􀁾􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪
􀀪􀀪􀀪􀀪􀀠)cation: PROTON E8 AT TRAIL Start Day : 10/17/96 End Day : 10/18/96 lather : CLEAR Start Time: 00:00:00 End Time: 00:00:00 :udy ID: ID II 00111 Interval : 15 min Intervals:
96 􀁾􀁲􀀠ial \I : 231 Operato)-: C .Mitchell Type: Speed.none.none -****************************************************************************** ;.IChanneJ 1-10 11-20 21-25 26-30 31-35
36-40 41-45 46-50 51-55 56-6061-65 66-70 71-75 76-80 81-85 86-90 91-95 96-101 Total 􀀧􀁎􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪�
�􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀁾􀀪􀀪􀀪􀀪􀀪􀀠J 1011//1996 !I: 45pm EB 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 Hour total O' O. i2I 2. 5' O. O. o. o' o. O. o. o. O· O· o. o. O. 19. !2:00pm
EB 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 ,2:15pm EB 0 2 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 !2:30pl EB 0 2 8 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10 ,2:45pm iCB 0 1 2 1 0 0 0 0 0 0 0 0 0 0 0
0 0 0 4 Hour tota 1 O' 5; W Ii 0; O. O' o. O. 0; 0; O. O. O· 0. 0; O. O· 201 13:00pm lOB 0 2 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 13:15pm E8 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 2 13 :30PQ
EB 0 0 1 2 0 0 0 0 0 0 0 0 0 0 °0 0 0 3 ,3:45pm E8 0 1 2 0 0 0 0 °0 0 0 0 0 0 0 0 0 0 3 HOUf total O' 31 6. 3' O. 0; O. O. O. O. °O. O. 0; 0; 0; 0* O. 01 12; Oay total 11 6O. 619; 4681
1901 It 0' O. 01 0. 01 O. Ot 0; 0' Ot 01 01 1339. Percent 0.1% 4.5% 46.2% 35.0\ 􀀱􀀴􀀮􀀲􀁾􀀠0.1% 0.0% 0.0% 0.0% 0.0\ 0.0\ 0.0% 0.01 0.0% 0.01 0.0\ 0.0\ 0.01 100.0% 
Page: 5 -Report of Speed by Lane Date: 10/18/1996'.*.**•••••••*••••••*••••••••*•••-••••••*•••-••***.*.**•••*••*••**••*••••*••••* ocation: PROTON E8 AT TRAIL Start Day : 10/17/96 End
Day: 10/18/96 eather : CLEAR Start Time: 00:00:00 End Time: 00:00:00 tudy ID: ID N 00111 Interval: 15 min Intervals: 96 􀁾􀁲􀁩􀁡􀁬􀀠I: 231 Operator: C.Mitchell Type: Speed.none.none
􀁾•••••**•••*******.*******.*••*******•••**••****•••••******.**.***••􀀪􀀪􀀪􀀪􀀮􀀪􀀪􀁾􀀪􀀧􀀺􀁋􀀠la/Channel HO 11-2021-2526-3031-'3536-4041-4546-5051-55 5HO 61·65 66-70 71-75 76'8081-8586-9091-9596-101
ToUI «.**•••*.*••••*.*.*•••••**••••••••••••••**••**.******.*••**••••*.**••􀀪􀀮􀀪􀀪􀀪􀀪􀀪􀁾􀀪􀀧􀀠Grand Total 1; 601 619* 468* 190* 11 01 0; 01 01 0; 0* Ot 0* O' 0* O. 0, 1339' Percent
o.n 4.5% 􀀴􀀶􀀮􀀲􀁾􀀠35.0% 14.21 O.U 0.0% 0.0% 0.01 0.0% 0.01 0.0% 0.01 0.01 0.01 0.01 0.0% 0.01 100.0\ Accrued H W 6801 11481 13381 13391 Accrued % 0.1% 4.6% 50.8% 85.7% 99.9%100.0%
SPEEO STATISTICAL SUMMARY Per c e n t j I e Speeds in excess of Vehicle Average 􀁾􀁾􀁾􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀁾􀁾􀀠􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀁾􀀭􀁾􀁾􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭Total
Speed 15th 50th 85th m )45 )55 )65 )75 1339 25.9 23.0 25.0 30.0 J 0 0 0 0 0.1% 0.01 0.0\ 0.0% 0.0\ --------------------(Peak hour analysis)-----------------start Start Peak Peak Date
Time Count Factor 10/17/96 A.M. 10/17/96 P.M. Peak starts 07:30 Peak starts 12:15 352 75 0.86 0.82 -----------------(High hour useage Time Date times>-----Hour Date Count Highest hours
from to 00:00 10/17/96 00:00 10/18/96 Highest 07:00 10/17/96 298 2nd Highest 08:00 10/17/96 249 3rd Highest 09:00 10/17/96 73 
Page: 1 Graph of Total Vehicles per Speed Date: 10/18/1996 ****************************************************************************** .cation: PROTON EB AT TRAIL Start Day : 10/17/96
End Day: 10/18/96 'ather: CLEAR Start Time: 00:00:00 End Time: 00:00:00 udy ID: ID • 00111 Interval 15 min Intervals: 96 'r l.: 231 Operator: C.Mitchell Type: Speed.none.none ************************
****************************************************** Speed Count Percent **************************************************************************:t*** 160 320 480 640 ------------+------------+--
----------+------------+ 1 to 10: 1 0.1% : * .1 to 20: 60 4.5%: ***** :1 to 25: 619 46.2%: *************************************************** !6 to 30: 468 35.0%: ***********************************
**** 11 to 35: 190 14 .. 2%: **************** 36 to 40: 1 0.1%: * n to 45: 0 0.0%: 16 to 50: 0 0.0%: ;1 to 55: 0 0.0%: ;6 to 60: 0 0.0%: ,1 to 65: 0 0.0%: .6 to 70: 0 0 .. 0%: '1 to
75: 0 0.0%[ -'6 to 80: 0 0.0%: :\ 1 to 85: 0 040%: ',r to 90: 0 0.0%:􀀬􀀬􀁾􀀠'i1 to 95: 0 􀁏􀁾􀁏􀀥􀀺􀀠J6 to 101: 0 o 􀀮􀁯􀁾􀁾􀀺􀀠Total 1339 􀀱􀀰􀀰􀀮􀀰􀁾􀀢􀀠---------+------------+------------+-------
-----+ 160 320 480 640 
PUBLIC WORKS DEPARTMENT (214) 450·2871 161301 We5tgrO'le October 2, 1996 MEMORANDUM TO: FROM: Ron Whitehead, City Manager John Baumgartner, Director of Public wo9f--D SUBJECT: Engineering
Services Agreement with Shimek, Jacobs & Finklea Paving Improvements on Proton Drive at the Crossing of the Easement Park Jogging Trail Attached is an engineering services agreement
with Shimek, Jacobs & Finklea (SJF) to study and design paving improvements on Proton Drive at the crossing of the Easement Park jogging trail. SJF proposes to provide the services as
outlined in the proposal for a times and materials fee not to exceed $9,500. The existing parkway between the screening wall and the back of curb is approximately 9.5 feet wide. Staff
recommends that this area be widened to provide users of the trail more room to stop when they exit the Easement Park. The additional space will also provide a better opportunity for
the pedestrians to see and be seen by vehicles on Proton Drive. Staff proposes to increase the parkway width to approximately 16 feet by narrowing Proton Drive, at the crossing, from
its present 37 feet to 24 feet. (See attached sketch) In addition to providing a larger "safe" area for pedestrians and cyclists, the reduced pavement width should reduce tire speed
of carstraveling through this section of Proton Drive. It has been documented that motoriSts tend to naturally reduce their speed when they are approaching a narrowed or constricted portion
of a roadway. Shimek, Jacobs & Finklea was selected to design the Town's capital improvement projects with fees less than $30,000. Staff has been very pleased with the performance and
service of Shimek, Jacobs & Finklea on the previous projects they have done for the Town. This project is an unbudgeted item. Staff proposes to fund this project with monies from the
street maintenance budget, which has $20,000 identified for City Manager/Council initiated projects. A budget amendment may be necessary to fund additional City Manager/Council initiated
projects. An estimate of the construction cost won't be known until the preliminary plans have been completed. Staff recommends that the Council authorize the City Manager to enter into
the agreement with Shimek, Jacobs & Finklea for a fee not to exceed $9,500. 
SHlMEK,JACOBS&FINKlE PAGE 132/132􀀱􀁾􀀯􀀰􀀳􀀯􀀱􀀹􀀹􀀶􀀠12:26 􀀲􀀱􀀴􀀳􀀶􀀱􀁾􀀲􀀰􀀴􀀠SHIMEK, JACOBS & FINKLEA, L.L.P. r------l CONSULTING ENGINEERS L.___.___.1 8333 Dougl"" Avenue, 'S20
Dallas, T.... 􀀷􀀵􀀲􀀲􀁾􀀭􀀵􀁓􀀱􀀶􀀠F.. (214) 361.()2W Phon. (214) 36J·79oo R.OSS J...IACQiS. P.e-. RONALD 'I, CONWAY. P.E. JOliN W BIRKlIOPF, 􀁰􀀮􀁾􀀮􀀠lO£ l. CARTER. P.E. October 3,
1996 GARY C. HENOJUCKS, fJ!. I C. I'INKlEA, P.E. Mr. Jolm Baumgartner. P.E. Director ofPubl;c Works Town ofAddison Post Office Bol< 144 Addison, Texas 75001-0\44 Re: Engineering Services
Aireement Proton Drive Calming Dear Mr. Baumgartner: In accordance with YQlIt request, we propose to furnish engineering services for the preparation ofplans and specifICations for the
calming of traffic along Proton Drive. This project will consist of narrowing the exisling roadway at a jogging path crossing in an attempt to slow traffic and provide greater sight
distances for a pedestrian at this crossing to see vehicles. This project is generally located along along Proton Drive bctween Lexus Avenue and Les Lacs Avenue. Our services will include
design surveys. establishment ofexisting borimntal geometrics, modification of those geometries to narrow the roadway from approximately 36 feet in width to approximately 24 to 26 feet
in width for a design speed oOS to 40 mpb, pavement markings, signage, review street dJ:llinage to provide positive drainage in the narrowed section (this may require pavement grinding
or the replacement of pavement slabs), miscellancollS details, establishment oflandscaping with the assistance ofthe Town's Park Director, quantity take-off and formulation ofan opinion
of probable construction cost, meetings with slaff, specifications. the preparation of bidding documents ofchange order, and assistance during the bidding and cQIlStruction phases. We
propose to be compensated for our services on a hourly basis. The charges will be based on a salary cost times a multiplier of2.3, expense. times 1.15 and field survey crew at $85.00
per hour. We We suggest that the Town bndget $9,500.00 for these services. Ifyou are in agreement with our proposal, please have the Town ofAddiSOn execute one copy ofthis lettet agreement
and return it to US. Services will commence upoll receipt ofthi. executed letter agreement. We are availal1le at your convenience to discuss any questions you may have. APPROVED FOR
THE TOWN OF ADDISON By' _____________ Date: ___________________________ 
" " , , !, ,, j \ I I I I I I I I I 
I , 􀁾􀀠'""' . 􀁾􀀠[ .....I [ I I ../,/./;/..::--;. ///, i I I I,--//.-i 
PUBLIC WORKS DEPARTMENT (214) 450-2871 􀀻􀁾􀁾􀁾􀀻􀁬􀀧􀁦􀀡􀀿􀁾􀀠Past Office Box 144 Addison. Texns 75001 16801 Westgrove January 9, 1996 Mr. Loyd Dickens Cook Consultants, Inc. 12250
Inwood Rd., Suite 10 Dallas, Texas 75244 Re: Addison Town homes -Proton Drive Dear Loyd: We have reviewed the proposal to relocate the eastern driveway associated with the referenced
project. The current proposal is acceptable if the following 􀁾􀁯􀁮􀁤􀁩􀁴􀁩􀁯􀁮􀁳􀀠are satisfied: , (jU n ," 1. The existing homeowners dot§lobject to the realignment. 2. Adequate site
visibility (300 feet) is provided to see vehicular traffic approaching from the west and east. It appears that the existing planter/wall in front ofthe club house requires modification.
3. The Proton median/tum lane shall be designed in accordance with our traffic engineers recommendation. Please call me ifyou have any questions or need additional information. Sincerely,
John R B,"m":Z# Director of Public Works JRB/amh 
TOWN OF ADDIsoN I PuBLIC 􀁾􀀺􀁖ORKS To; Lo'Jd Die J.<e 05· From: John Baumgartner, P.E. ( • Director . Company: CDO K COQSiI t+t(o-tS -Phone: 214/450-2886 I FAX: 214/931-6643 FAX#: -3
fl1-8J..JQ 16801 Westgrove 􀁄􀁡􀁴􀁥􀀺􀁟􀀮􀀮􀀮􀀮􀀮􀁴􀁴􀀫􀀭􀀯􀀮􀁊􀁊􀀮􀀬􀁉􀁏􀀧􀀭􀁦􀀯􀀭􀀮􀁬􀁧􀁾􀀦􀀧􀀭􀀭􀁟􀀭􀀭􀀮􀀺􀀮__ P.O. Box 144 . Addison, TX 75001 # of pages (including cover): d < 􀁾􀁲􀁩􀁧􀁩􀁮􀁡􀁬􀀠
in mail oPer your request DFYI DCall me Comments: approach ofthe trail to Proton has a wall located approximately 12 feet from the street with a 15 foot opening. This configuration makes
it difficult for vehicles to see the pedestrians approaching the intersection and for pedestrians to see the vehicles. Once the pedestrians emerge from behind the wall and prior to entering
the street they can see and be seen. Traffic at this intersection consists of3052 vehicles (count taken on 10\5\95) and 200 pedestrians (estimated when the trail is completed to Marsh
Lane.) on a good weather day. Options: There are several alternatives or combination ofalternatives to mitigate the concerns regarding this intersection. Below are some ofthe proposals.
A. Do nothing. 1. Pro's a. No immediate expense. b. No impact to vehicular traffic. 
Memorandum Ron Whitehead Page Two 2. Con's a. Requires pedestrians to yield to traffic. A deliberate stop is required prior to crossing Proton from north to south. b. Potentially dangerous
for the inexperienced pedestrian. c. Potentially dangerous for the pedestrian distracted by the environment. B. Install stop signs on Proton. I. Pro's a. Pedestrians could cross without
yielding to cars. b. Low cost. 2. Con's a. Unconventional installation of a stop sign. May be difficult to warrant. b. May create a false sense of security for pedestrians that expect
all vehicles to come to a complete stop. c. May require very regular enforcement oftraffic laws. d. Adversely impacts all vehicular traffic. e. It is recommended that the pedestrians
also have a required stop. C. Construct two fences (similar to a pool enclosure) with selflatching gates to segregate the trail from the road. I. Pro's a. Creates an environment conducive
to providing a crossing where pedestrians will stop prior to proceeding across the street. This allows them to see and be seen. b. Small children will not be able to enter the street
unassisted. c. The facility is primarily self policing. d. Relatively inexpensive. e. No impact to vehicular traffic. 2. Con's a. Requires pedestrians to stop and open gates to cross
the street. b. Pedestrians must yield to traffic. c. Difficult for bicyclists. 
Memorandum Ron Whitehead Page Thee D. Improve the visibility ofi'for the pedestrians. This option would require the realignment of the trail approaches and relocation ofthe walls. (See
schematic.) 1. Pro's a. Provides a more conventional approach. b. Provides better visibility of/for pedestrians and vehicles. c. No impact to vehicular traffic. 2. Con's a. Pedestrians
(including children) must yield to traffic. b. Moderately expensive. E. End the trail at the wall and complete the wall. 1. Pro's a. Fail safe for children approaching from the north.
b. Provides for crossing Proton at locations with controlled access. c. Does not affect vehicular traffic. d. Moderate cost. 2. Con's a. Requires residents to travel Azure to access
the southern part of the trail. b. The landscaped trail would become discontinuous. F. Other 􀁡􀀱􀁴􀁾􀁴􀁩􀁶􀁥􀁳􀀠could include a pedestrian underpass, making Proton discontinuous, or
the installation ofa pedestrian signal. cc: Slade Strickland 
Page: 1 Report of volume by Lane Date: 10/05/1995 ******************************************************************************** Location: PROTON PED XING start Day: 10/04/95 End Day:
10/05/95 Weather: Clear, Dry start Time: 00:00:00 End Time: 00:00:00 Study ID: ID # 00101 Interval: 30 min Intervals: 96 Serial #: 231 Operator: C. Mitchell Type: Volume.none.none *******************
************************************************************* Interval Time WB EB Total ******************************************************************************** Wed 10/04/1995
12:00am 6 4 10 12:30am 1 2 3 Hour total 7* 6* 13* 1:00am 1 1 2 1:30am 1 0 1 Hour total 2* 1* 3* 2:00am 3 3 6 2:30am 0 0 0 Hour total 3* 3* 6* 3:00am 1 0 1 3:30am 1 2 3 Hour total 2*
2* 4* 4:00am 1 5 6 4:30am 0 3 3 Hour total 1* 8* 9* 5:00am 2 1 3 5:30am 3 7 10 Hour total 5* 8* 13* 6:00am 5 21 26 6:30am 10 40 50 Hour total 15* 61* 76* 7:00am 21 115 136 7:30am 19
161 180 Hour total 40* 276* 316* 8:00am 31 144 175 8:30am 21 95 116 Hour total 52* 239* 291* 9:00am 21 55 76 9:30am 20 28 48 Hour total 41* 83* 124* 10:00am 15 27 42 10:30am 27 34 61
Hour total 42* 61* 103* 
Page: 2 Report of Volume by Lane Date: 10/05/1995 ******************************************************************************** Location: PROTON PED XING Start Day: 10/04/95 End Day:
10/05/95 Weather: Clear, Dry Start Time: 00:00:00 End Time: 00:00:00 study ID: ID # 00101 Interval: 30 min Intervals: 96 Serial #: 231 Operator: C. Mitchell Type: Volume.none.none *******************
************************************************************* Interval Time WB EB Total ******************************************************************************** Wed 10/04/1995
11:00am 32 27 59 11:30am 67 47 114 Hour total 99* 74* 173* 12:00pm 83 65 148 12:30pm 45 64 109 Hour total 128* 129* 257* 1:00pm 40 65 105 1 :,30pm 35 41 76 Hour total 75* 106* 181* 2:00pm
20 37 57 2:30pm 29 27 56 Hour total 49* 64* 113* 3:00pm 44 33 77 3:30pm 31 33 64 Hour total 75* 66* 141* 4:00pm 45 27 72 4:30pm 115 45 160 Hour total 160* 72* 232* 5:00pm 129 52 181
5:30pm 137 51 188 Hour total 266* 103* 369* 6:00pm 81 46 127 6:30pm 50 35 85 Hour total 131* 81* 212* 7:00pm 40 24 64 7:30pm 36 22 58 Hour total 76* 46* 122* 8:00pm 32 27 59 8:30pm 24
23 47 l:Iour total 56* 50* 106* 9:00pm 28 11 39 9:30pm 19 13 32 Hour total 47* 24* 71* 
Page: 3 Report of Volume by Lane Date: 10/05/1995 ******************************************************************************** Location: PROTON PED XING Start Day : 10/04/95 End
Day: 10/05/95 Weather: Clear, Dry Start Time: 00:00:00 End Time: 00:00:00 Study ID: ID # 00101 Interval: 30 min Intervals: 96 Serial #: 231 Operator: C. Mitchell Type: Volume.none.none
******************************************************************************** Interval Time WB EB Total ********************************************************************************
Wed 10/04/1995 10:00pm 15 6 21 10:30pm 17 11 28 Hour total 32* 17* 49* 11:00pm 32 29 61 11: 30pm 5 2 7 Hour total 37* 31* 68* Day total 1441* 1611* 3052* Percent 47.2\ 52.8\ 100.0\ 
Page: 4 Report of Volume by Lane Date: 10/05/1995 ******************************************************************************** Location: PROTON PED XING start Day : 10/04/95 End
Day: 10/05/95 Weather: Clear, Dry start Time: 00:00:00 End Time: 00:00:00 study ID: ID t 00101 Interval: 30 min Intervals: 96 Serial #: 231 Operator: C. Mitchell Type: Volume.none.none
******************************************************************************** Interval Time WB EB Total ********************************************************************************
Grand Total 1441* 1611* 3052* ,Percent 47.2% 52.8% 100.0% --------------------<High hour useage times>--------------------Time Date Hour Date Count Highest hours from 00:00 10/04/95
to 00:00 10/05/95 Highest 17:00 10/04/95 369 2nd Highest 07:00 10/04/95 316 3rd Highest 08:00 10/04/95 291 
TRAFFIC STUDY PROTON PEDESTRIAN XING 400 􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭----------"-----'-l , i 300 .....-.........................􀁾􀁾􀁾􀀬'HH'H;"Hi II'/􀁾􀀠;'" \ II 200 ···· ....·.. ·····
..····· .. ·....t....·· \.................................../···,:· .. ·, ....···.. · ..·.. ·i It \ I, I I /' \ 􀁾􀀠; '. \ i 100 r.. ·'····.... ·· .. ··..i··.. 􀂷􀀬􀂷􀂷􀂷􀀬􀁾􀁌􀀮􀀺􀁾􀀻􀀬􀁾􀁾􀀠...􀀺􀀮
􀁜􀀻􀁾􀀺􀀮􀀭.....J ! L ...---------2 ¥ 􀁾􀁾I o􀁾􀀠11 2 Y'4 '1"r/7 8910 􀁾􀁣􀀠23-45--6-7 8 9 􀀻􀁾111 I ij I 􀁾􀀠TIME OF DAY -4--WESTBOUND --+-EASTBOUND --*-TOTAL TUESDAY 10/04/95 
Page: 1 Graph of Volume by Hour Date: 10/05/1995******************************************************************************** Location: PROTON PED XING start Day : 10/04/95 End Day:
10/05/95 Weather: Clear, Dry start Time: 00:00:00 End Time: 00:00:00 study ID: ID I 00101 Interval : 30 min Intervals: 96 Serial I: 231 Operator: C. Mitchell Type: Volume.none.none ******************
************************************************************** Hour Count Percent ******************************************************************************** Wed 10/04/1995 12:00am]
1:00am: 2:00am] 3:00am] .:OOam] 5:00am] 6:00am: 7:00am: 8:00am' 9:00am 10:00am 11:00am 12:00pm 1:00pm 2:00pm, 3:00pm: 4:00pm: 5:00pm: 6:00pm: 7:00pm] 8:00pm: 9:00pm: 10:00pm: 11:00pm:
Thu 10/05/1995 13 3 6 4 9 13 76 316 291 124 103 173 257 181 113 141 232 369 212 122 106 71 49 68 Total -3052 0.4% 0 .. 1\ 0.2% 0.1% 0.3% 0.4% 2.5% 10.4% 9.5% 4.1% 3.4% 5.7% 8.4% 5.9%
3.7% 4.6% 7.6% 12.1% 6.9% 4.0% 3.5% 2.3% 1.6% 2.2% 100.0% 95 190 285 380 ------------+------------+------------+------------+ ] ** j * * * ** ** *********** ******************************************
** **************************************** ***************** *************** ************************ ************************************ ************************* ****************
******************** ******************************** *************************************************** ****************************** ***************** *************** **********
******* ********** ------------+------------+------------+------------+ 95 190 285 380