􀀮􀁾 􀁾 :::) BRIDGE SUMMARY SHEET tPJrt:r"s 􀁩􀁮􀁩􀁛􀁩􀁊􀁩􀁾􀀺 D:lte: Its iO Operating Rating (HS Truck) Z Its If.)' 7 S(, I;, 5" i ,,..VI. ( ..:t=::J y:t District: /8 County: <) 5 7 Bridge # Po0 200-0 0 I 􀁉􀁮􀁾􀁩􀁯􀁮 Date: (6 -9 -98 Location: FgJctnbcQ6k Dc, Over Fdcrn:iuBr®ch Cre.e.k Description: J --stan 􀁐􀁲􀂢􀁾􀀬 C'1V1C J BWtrBc/dj..:iii e....:;< _ SUMMARY OF INSPECTIONI ANALYSIS lnspcc:tion .. Inventory Raring Raring Selected Comoonent DescriDtion (1085) (HS Truck) RECOMMENDATIONS We rccom.mend the following actions to be taken: _-""" 􀀭􀀭􀁾􀁴􀀮 OF 􀁴􀁾 '\ V-No action or Load Posting reqUired ;;,-\ *_ 􀁾􀀢􀁦 -. _._ {O􀁾 (J Repair. a Remove) Current Load Posting I'*/-,. 􀁾􀀮ttl. Load Post accord.mg to thereco.mmcndations listed below .tit * l. ••••􀁾􀁾 . Perform additional ( 0 lnspcaion. :J An$is) (See alIDJDalIS below) l-􀁜􀁲􀀮􀁬􀁾􀀻􀀿􀀺􀁾􀁾􀀮􀁾􀁾􀁾􀁾 ••.J . -_. R.ehabilitareor repair 􀁢􀁲􀁩􀁤􀁧􀁾􀀨􀁓􀁣􀁥􀁣􀁡􀁭􀁭􀁣� �􀁭􀁳beiow) 􀁾􀀧􀁯􀁏 \ 41368 􀁉􀁾 􀁾 􀀢􀁦􀁾􀀮􀁾 􀁾 ..􀁾􀁩􀁴􀀱 CIose bridge pending further ( a mspccrim, Q Rcbabr1icuim, cr a Repair) 􀁾 􀁾􀀧􀁾􀀮􀁾􀀮􀀡􀀮􀀨􀀻􀀧􀁦􀀬􀀮􀀡􀀺􀀮􀀻􀀻􀀮􀁾􀂧􀀮􀀡 --. '/􀁾􀀮 .. 􀁾􀁴􀀮􀁾􀀺􀀧􀁟􀀭 _ 􀁐􀁡􀁢􀁭􀁳􀁰􀁥􀁣􀀺􀁩􀁡􀁬􀁩􀁭􀁰􀁣􀁣􀁲􀁩􀁏􀁬􀁬􀁻􀁏􀀺􀁕􀁄􀁾􀀮 􀁏􀁆􀁲􀁡􀁣􀁺􀁭􀁥􀁾 oScoury-//0 /-􀀧􀀧􀁬􀀺􀁾􀀮 􀁾􀀬􀁾 .IJ 12-mamh fmprdioD. aSpeciUaca:ss) 1 _ COMMENTS AND/OR MATERIALS REQUIRED ro.UPGRADEBRIDGE . 1\/0 DI€ EXISTING LOAD POSTING PROPOSED·LOAD POSllN(lFOlt.PRESENTCONDlTION .... • (lCAppiiraftiel;.. : •. n' . . 􀁉􀁭􀁗􀀡􀁾􀁉􀁉􀀭􀁉􀀱􀀮􀁃􀁾.. 􀁾􀀮􀀺􀀮􀀢􀀺 .. 􀁟􀀺􀁟􀀮􀁟􀁾􀀭􀀧􀀮􀁣􀀺􀀻􀁣􀀮􀀬􀀬􀀬􀀮 : 􀁾􀀮 Ompa.n.ri.r·m..,..,"" :: o WSGHT UMfI Grfoss. ;.SS . TANOEM AXLE.􀀭􀁾􀀮.. WEIGH-i UMri GnOSS. :.ss 􀁾􀁯􀁒􀁉 TANOEM , 􀁾􀁳􀁳 . it I 2·:Tc: . .-,---"", 􀁾􀀮􀁟􀀮􀁟...-I WEIGHT I WEIGHT UMIT-· lJMfr I AXLEOR 1--=1􀁾􀁾􀁎􀁾􀁏􀁾􀁅􀁍􀁾􀂷􀀫􀀮 I􀁔􀁁􀁎􀁾􀁯􀁳 AXlE", "---= Loa4.Limit 􀁾 􀁚􀁄􀀮􀁏􀁏􀁏􀁾􀀮 ';:. 20.0001= 􀁾 :0.000# . 􀀮􀀺􀁡􀁾􀁯􀁯􀁯 = Max. Span. <40ft <-+Oft 􀁾􀀴􀀰􀁦􀁴 .::. 􀁾􀁯 It Sign-Type-'___ R12-2T& Rl2,.2Tc Ri24Th Rl.2....Tc TeKas Department of Transportation Form 1086-1 • 12-89 Bridge Inspection Record District 18 CoiJnty 057 Cont-Sec P002-00 Structure 001 Route Farmbrook Dr. 􀀭􀁟􀀮􀀮􀀺􀀮􀀮􀀮􀀮􀀮􀀺􀀺􀀺􀀮􀀺􀀮􀀮􀀺􀀮􀀺􀀮􀀺 􀁾􀀽􀀮􀀺􀀮􀀮􀀮􀀮􀀮􀀺􀀺􀀮􀀮􀀮􀀺􀀮􀀮􀀮􀀺􀀮􀀭􀁟􀀭 Description Sint::tle-s[2an [2restressed concrete beam bridt::te over Farmers Branch Creek _______________Inspector's Signature 􀀭􀀭􀀭􀁉􀁾􀁾􀁾􀁲􀁉􀁾􀁌=- ----!:{2.=...:'_.;..lr 􀁾􀁾.....'.-ly...i....::::.􀁾􀁾􀀺􀀺􀁌􀀭􀁟􀁄􀁡􀁴􀁥 10/09/98 A n N -Not applicable 9 -Excellent condition 8 -Very good condition 7 -Good condition -some minor problems 6 -Satisfactory condition -minor deterioration of structural elements (limited) 5 -Fair condition -minor deterioration of structural elements (extensive) 4 -Poor condition -deterioration significantly affects structural capacity 3 -Serious condition -deterioration seriously affects structural capacity 2 -Critical condition -bridge should be closed until repaired 1 -Failing condition -bridge closed but repairable o-Failed condition --bridge closed but beyond repair .Enter arating for each element of each component. The rating should equal or exceed the minimum rating listed to the left of each element. Component Ratings should equal the lowest rating of any element of the component. Fully supportive comments are to be made hereon or on attachments for all ratings of 7 or below. Min. I Deck (Item 58) I Rating 􀁍􀁩􀁮􀁾 I Superstructure (Item 59) I Rating 1 Deck-Rating -------------...,[J1 6 Wearing Surface 􀁾 6 Joints, Expansion, Open N -;-----------1----''-'-1 6 Joints, Expansion, Sealed 7 2 6 Joints, Other -f---Lt\l:y 6 Drainage System 8 􀀽􀀭􀀽􀁾􀀭􀀭􀀺􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁟􀀫􀀢􀀢􀀢􀀭􀀭􀀭􀀭􀁩 6 Curbs, Sidewalks & Parapets p, 6 Median Barrier N 6 Railings. I1rll1-I P, 7 Railing Protective Coating 7 3 Delineation (curve markers) N Other ----------ir-.....t\l'-'-l Comments: 1. Worn deck. exposed 􀁡􀁾􀁾􀁲􀁥􀁡􀁡􀁴􀁥􀀮 minor crack15.. o Main Members -Steel r----;:j" o Main Members -concre-:t-e---------+-8....1..Ll o Main Members -Timber t\l o Main Member Connection-s----------.,f--l.:L. Il\1 1 Floor System Members t\l ----------+-....L.::l-j 1 Floor System Connections N ----------l--....L.:l-l 5 Secondary Members 􀁾 1 --':':"'"""--------+""'---1 5 Secondary Member Connections Vl 1 6 Expansion Bearings 8 .....:...-'------------t->'O<'---1 Fixed Bearings p, -=""""""":':"-----------t->'O<'---1 Steel Protective Coating ----I-_.L:1..jN Other t\l Component Rating _.. 􀁾 I Comments: 1 Diaphragm coming loose at connectionG; Steel tie rodG added. 2 Extruding seal end joints 3. Paint peeling· minor rw;t. District 18 County 057 Cont-Sec__􀀭􀀭􀀮􀀺􀀮􀁐􀀮􀀮􀀮􀀺􀁯􀀻􀀻􀀮􀀮􀀻􀁯􀁾􀀲􀀽􀀭􀀮􀀮􀀮􀀺􀀰􀀺􀀮􀀮􀀺􀀰􀀺􀀮􀀮􀀮􀀮_􀁟 _􀁳􀁴􀁲􀁵􀁣􀁴􀁵􀁲􀁥􀀭􀁟􀁟􀁟􀀺􀀰􀁾􀀰􀀻􀀻􀀻􀀮􀀮􀀺􀀮􀀮􀀮_􀀱 _Route__.....;f.....;2lI.....;r.. ...;m.....;b.....;.r..;;.o..;;.o;.;.k􀀮􀀮􀀻􀀻􀀮􀁄􀀮􀀮􀀺􀀮􀀮􀁲􀀮􀁾􀁟Min• I Substructure(Item 6011 ,Rating' Min.-' I Culverts (Item 62\ I -Rating .. -'-' .0 Abutment Caps 􀁾 0 Top Slabs 􀁾 0 .Above Ground 􀁾 0 Bottom Slab or Footing 􀁾􀁉 0 Below Ground or Foundation N 0 Abutments & Intermediate Supports N 0 .Backwalls & Wingwalls 8 5 Headwalls & Wingwalls 􀁾􀁉 0 Intermediate Supports other N Caps -Concrete 􀁾 Component Rating [3 Caps -steel N Caps -Timber N Above Ground -Concrete N Comments: Above Ground -Steel N Above Ground -Timber N Above Ground -Masonry N Below Ground or Foundation N 5 Collision Protection System N 6 Steel Protective Coating N ComponentRating [] Comments: Min. I ADDroacheslitem 65) I Rating 0 Embankments p;-4 Embankment Retaining Walls N 5 Slope Protection 􀁉􀀲􀁲􀁾􀁣􀀻􀁣􀀻 8 5 Roadway n 1 6 Relief Joints N 6 Drainage P1 6 Guardfence N 7 Delineation N 7 Sight Distance 7 2 Other N Component Rating rJ Min. I Channel (Item 61) I Rating Comments: 1. Southwest approach sl9.t:;,,: ?t2i.sth j'S 0 Channel Banks r;-moderatel;y undercut at 􀁥􀁤􀁾􀁥􀀮 Transyerse,& 􀁬􀁯􀁮􀁾􀁩􀁴􀁵􀁤􀁩􀁮􀁡􀁬 cracks, 0 Channel Bed 12 􀁲􀀮􀀺􀀺􀀳􀁖􀁯􀀧􀁾􀀱 􀁾 5 Rip Rap, Toe walls & Aprons 􀁾 2. Vertical curve. 5 Dikes N 5 Jetties N Other. N . ,. /. , -.-:\'"' Component Rating [] Min. I Miscellaneous' I . . Rating . -7 Signs N Comments: 7 Illumination N 7 Warning Devices N 7 Utility Lines 􀁾 Other .N .. Comments: Steel pipe east. Not load posted. , . Form 1085 -12-89 (, ( 􀁾.ITexas Department of Transportation Fonn 1387·' -11,19 Bridge Appraisal Worksheet Bridge Railing (1st Digit) 􀁒􀁡􀁴􀁩􀁮􀁧􀀭􀁾 Non-standard Steel Rail Farmbrook 􀁾􀁄􀁾􀁩􀁳􀀺􀀮􀀺􀁴􀁲􀀮􀀮􀀺􀀮􀁪􀁥􀁴􀁾 􀁾􀀱􀀽􀀸􀀺􀀻􀀽􀀭􀀺􀀺􀁣􀀻􀁯􀀺􀀮􀀺􀁵􀀻􀁮􀀺􀀺􀀮􀁴􀁙􀀻􀀮􀀺􀀺􀀰􀀺􀀺􀀵􀁾􀀷􀀽􀁾􀁣􀀺􀁯􀀺􀁮􀀻􀀻􀀺􀀺􀁴􀁟􀁳􀀭􀁥􀀺􀀮􀀺􀁣􀁾􀀺􀀺􀀺􀀺􀁐􀀽􀀰􀀻􀀰􀀽􀀲􀀽􀀭􀀽􀀰􀀽􀀰􀀺􀀺􀀻􀀭􀁟􀁟􀁟Structure 001 Route Dr _ I Traffic Safety Features (Item 36) I -----..---􀁟􀀭􀀭􀁅􀀮􀁏􀁆􀁾􀀧􀀬 Date __O_c_t_._2_1...:.,_1_9_9_8__ ''􀀻'"􀀬􀁜/􀁾..*..-•••••E..'.-.t:..'" 􀁾.-i! *l ....• f. it *l. -• * 􀀮􀁾 f'" 􀁙􀁩􀁎􀁇􀁾􀂷􀁃􀁈􀁩􀁪􀁎􀁾􀂷􀁐􀁁􀁎􀀺􀂷􀂷􀂷􀀱 1:..·,·····...•••••••••..···:···1 V 7.7 ,..,\ 41368 􀁉􀁾􀁩􀀡 \"/e 􀁾t􀀢,􀁢􀀧 "P.,. 􀁾 •􀁾􀀬 􀁾􀀺􀀺􀁾􀀺􀀻􀀯􀁓􀁴􀁾􀁾􀀮􀂷􀂷􀁾􀁾 􀁾 li It-, -' L . 􀁾􀁩􀀹􀁈􀁁􀁲􀀻􀁴􀁾􀀻 􀀭􀀭􀀫􀀭􀀭􀀭􀀧􀀭􀀭􀀭􀀮􀀮􀀬􀀺􀁊􀁾􀁾􀁟􀀮􀀮􀀮􀀮􀀮􀀮􀀺􀀺􀀮􀀭 ...􀀬􀁾􀀬􀀮􀁟 SignatGre I Transitions (2nd Digit) 􀁒􀁡􀁴􀁩􀁮􀁧􀀭􀁾 I Underclearances (Item 69) I No Guardfence provided Stre·am or waterway crossing Approach Guardrail (3rd Digit) 􀁒􀁡􀁴􀁩􀁮􀁧􀀭􀁾 Guardrail Terminal (4th Digitt Rating 􀀭􀁬􀁾􀁊 Rating-􀁾 Operating Rating = HS-20.0 ==> 5 Rating-􀁾 I Structural Evaluation (Item 67) 1 Superstructure Rating = 6 Substructure Rating = 8 ------------Table 1 -----------500 < ADT <= 5000· Inventory Rating = HS-15.0 ==> 6 II Bridge Posting (Item 70) I -Waterway Adequacy (Item 71) I 􀁒􀁡􀁴􀁩􀁮􀁧􀀭􀁾 Minor collectors or locals. Bridge deck overflooding every 11 to 100 years. I Deck Geometry (Item 68) I ==> 7 -----------Table 2A ----------2 Lanes; 2-Way Traffic 401 to 1000 ADTRoadway Width = 29.0 FT ==> 5 ---------------------------------Rating-􀁾 I Approach RoadwayAlignmeli't (Item 72) I ---------------------------------Approach alignments are good. No speed. reduction required ==> 8 -----------Table 2E ------------Collector or Local Route or Frontage Road-Vertical Clearance = 99 FT 99 IN =::=> 9 Regulatory speed = 20 MPH 􀁒􀁡􀁴􀁩􀁮􀁧􀀭􀁾 􀁒􀁡􀁴􀁩􀁮􀁧􀀭􀁾 See reverse side for explanation of rating numbers. TEXAS DEPARTMENT OF TRANSPORTATION 1:) BRIDGE INVENTORY AND INSPECTION FILE **(009-0) LOCATION 0.1 MI S OF BROOKHAVEN CR PAGE NO.: 627 OFF-SYSTEM: VSAM -DALLAS DISTRICT 01 CO. RD/C-ST STR DUP STR-F 18 057 P002 00 001 0 1 **(006-1) FEATURE-X FARMERS BRANCH CREEK **(007-0) FACILITY FARMBROOK DRIVE DATE PROGRAM 08/22/97 P120179 CODE1 0000o1 186N NNNN NNN􀁾 1 􀁦􀀧􀁾 C fp(y1'" Y I 8'f'1.{ A-rr/000100 I 10 IIII 92.0 IIII 031 N IIIIIIIIIIIIIII 􀁉􀀧􀀭􀀭􀀧􀁾 IIIIIIfIIIII I IR.CONTROL IR.SECTION IR.MILEPOINT IR.STR NO IR.DUPL OVER IR.FUNCTION IR.DESIGNAT IR.HWY SYS IR.HWY NO IR.DIR IR.REF-MKR/DISP IR.HORIZ CLR IR.RT.MIN VERT CLR IR.BYPASS LGTH IR.TOLL IR.FUNCT CLASS IR.AADT IR.YEAR OF ADT IR.DEF HWY DESIGN IR.PAR STR DESIG IR.DIR OF TRAF IR.TEMP STR DESIGN IR. N H S IR.AADT TRK % IR.DESIG NAT NETWK IR.FUTURE AADT IR.YR OF FUT AADT FIELD ==================== N H S YR RECONST WIDENING CODE DECK STR TYP MAIN S .... MAIN SPAN WEAR SF STR.TYP MAJ APP SP . MAJ.APP SPN WEAR SF . STR.TYP MIN APP SP . MIN.APP SPN WEAR SF . AADT TRK PERCENT DESIGN NATION NETWK .... PIER/ABUT PROTECT NBIS BRIDGE LENGTH SCOUR CRITI BDG SCOUR VULNERABILTY FUTURE AADT YR OF FUTURE AADT MIN.NAVIG VERT CLR COST ORGIN CONSTR DEFI /OBSO SUFF.RATING X-REF.PRI RT ID STR.FUNC PRI RT X-REF.IR ID STR.FUNCT IR DIST USE ... NW OV.HEIGHT DAMAGE (00B-4A) (008-5A) (Ol1-A ) (008-6A) (008-3A) (005-1A) (005-3A) (005-2A) (005-4A) (005-5A) (011-2B) (047 -A ) (010-A ) (019-A ) (020,A ) (026-A) (029-A) (030 -A ) (100-A ) (101-A ) (102-A ) (103-A) (104-A ) (109-A ) (110-A ) (114-A ) (115-A ) oN2 001 CODE 000000 ITEM # (104-0 ) (106-0 ) (106-1 ) (107 -1 ) (108-1 ) 0001 I (107-2 ) 0311 I (108-2 ) 0117 I (107-3 ) 000119 I (108-3 ) 052 I (109-0 ) 015 I (110-0 ) 0244 I (111-0 ) 0311 I (112-0 ) 9999 1(113-0) 'N I (113·1 ) 0000 I (114-0 ) N I (115-0 ) 999 I (116-0 ) 000) (119-0 ) 7'""V(120-0) 6'1 (121 -0 ) _... 8';:1,-(122-0 ) .... 8/(123-0 ) -. . .􀁾􀀧􀀻􀁚􀀬􀀮􀁣􀀮􀀧 N I ( 1 2 4 • 0 ) .... 􀁾 􀁾 I (125·0 ) . . . • .BfA I (1 2 6-0 ) .... 􀁾􀁾􀀱􀁾􀁾 (12B-0 ) •••• (6) 􀀶􀁾 ••••. (5) 􀀵􀁾 •••• (N) 􀁾􀀮􀁻􀀢 {;rI 000000 I NNNN I 􀁜􀁏􀁯􀁱􀁱􀁾 I 􀁾24 NN 'N LAST INSP. (MMDDYY) DESIGNAT INSP FREQ FRACT/CRITI DETAIL UNDERWATER INSP OTHER SPECIAL INSP FRACT/CRITI(MMYY) UN/WATER INSP(MMYY) .... OT/SPEC.INSP(MMYY) BDG IMPROVE COST RDWY IMPROVE COST TOTAL PROJECT COST YR IMPROVE COST EST .... BORDER BRIDGE BORDER STR NO ... DEFENSE HWY DESIGN PARALLEL STR DESIGN .... DIR.OF TRAFFIC TEMP STR DESIGN FIELD ==================== SUBSTR MAJ APP SPAN . SUBSTR MIN APP SPAN . NO.MAIN SPAN NO.MAJ APPR SPAN NO.MIN APPR SPAN TOTAL NUMBER SPANS TOTAL HORIZ CLR MAX.SPAN LENGTH STR.LENGTH LEFT SIDEWALK RIGHT SIDEWALK ROADWAY WIDTH DECK WIDTH VERT.CLR OV VERT.CLR REF FEAT VERT.CLR UND LAT.CLR REF FEAT RIGHT LAT CLEAR LEFT LAT CLEAR DECK COND SUPERSTR COND SUBSTR COND CHANN-PROTECT CULVERT OPERATION RATING RDWY APPR COND INVENT RATING STR.EVALUATION DECK GEOMETRY UND.CLR VERTIiHORIZ BRIDGE POSTING WATERWAY ADEQUACY APPR RDWY ALIGN TYPE WORK-REPLACE LENGTH IMPROVEMENT ST-FRAC-CRIT/STEEL ITEM # (044-2 ) (044 -3 ) (045-1 ) (045-2 ) (045 -3 ) (046 -0 ) (047-0 ) (048 -0 ) (049-0 ) (050 -1 ) (050 -2 ) (051-0 ) (052-0 ) (053 -0 ) (054 -1 ) (054-2 ) (055 -1 ) (055-2 ) (056 -0 ) (058-0 ) (059-0 ) (060-0 ) (061-0 ) (062-0 ) (064 -0 ) (065 -0 ) (066 -0 ) (067-0 ) (068-0 ) (069-0 ) (070-0 ) (071 -0 ) (072-0 ) (075 -0 ) (076-0 ) (088-0 ) 9 9999 CODE 18 057· P002 00 00180 °Cb1 31 QOOOo f 00200/i 00000 000000 003 04 04 '" P00200 l' 46 1985 I 02 I 􀁯􀁾􀁬 T-=.iLlI o I 024 I o I (090-0 00 1(091-0 o i/(092-1 000011 (092-2 5 I (092·3 o I (093-1 000 1(093-2 0000 I (093 -3 A I (094-0 N I (095-0 NNN I (096-0 15 I (097-0 1131 I (098-0 (099-0 (100-0 (101·0 (102-0 (103-0 FIELD ==================== DISTRICT COUNTY CONTROL SECTION MI-POINT STR.NO DUPLI.RT OV RT.STR FUNCT LAT.(99D99.9') LONG(999D99.9') BYPASS LENGTH TOLL MAINT.RESPON QWNER MAINT.SECT NO PROJECT TYPE CONT/SECT/JOB FUNCT.CLASS YR ORGIN BUILT LANES ON STR LANES UNDER STR AADT YR OF AADT DESIGN LOAD APPROACH WIDTH MEDIAN SKEW STR.FLARED TRAF.SAFTY FEAT HISTORICAL SIGNIF NAVIG.CNTL NAVIG.VERT CLR NAVIG.HORIZ CLR OPER.STATUS LOAD TYPE LOAD IN 1000LBS TYPE SERVICE MAIN SPAN TYPE MAJ.APP SPAN TYPE MIN.APP SPAN TYPE CULVERT TYPE TUNNEL TYPE SUBSTR MAIN SPAN RT.DESIGN HWY.SYS' HWY NO ROUTE DIR REF-MKR Ii DISP CITY CODE CRIT.BDG MIPT DATE(PRI) MIPT DATE(IR) RT.MIN VERT CLR (005-3 (005-2 (005-4 (005-5 ) (011-18) (004-0 ) (006-2 ) (011-1 ) (Ol1-Al) (010-0 ) ITEM # (002-0 ) (003-0 ) (008-4 ) (008-5 ) (011-0 ) (008-6 ) (008-3 ) (005-1 ) (016-0 (017-0 (019-0 (020-0 (021-0 (022-0 (022-1 (023-1 (023-2 (026-0 (027-0 (028·1 (028-2 (029-0 (030-0 (031,0 (032-0 (033-0 (034-0 (035-0 (036-0 (037-0 (038-0 (039·0 (040-0 (041-0 (041-1 (041·2 (042,0 (043-1 (043 -2 (043-3 (043-4 (043-5 (044-1 􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀁾􀀽􀀽� �􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽 J1o SCAlE IN MilES i I I? -'-􀁾 ( 􀁾􀁲􀀭􀀭􀀭􀀭􀀭􀁃􀀭􀁏􀀭􀁎􀀭􀁔􀀭􀁉􀁎􀀭􀁕􀀭􀁅􀀭􀁏􀀭􀁏􀀭􀁎􀀭􀁍􀁁􀁐􀀭􀁾􀀭􀀭􀀴􀀭􀀭􀀭􀀭􀁢 U CO_N_1I_N_U_E_O_O_N_M_A/'_1_4 C DETAIL. MAP SECTION STARTS ON INDEX PAGE 187 pw. o ) SCAlE IN FEET ; i =-9 1000 2000 3000 BOOK PAGt 1013 l6 -0:sz􀁾v IIII .Jj ( .:-PSD12 10/91 ROLLS _---"'3__ COUNTY 18"C$Z--PCOZ-CO PHOTOGRAPH SUMMARY SHEEr BRIDGE 􀀭􀀭􀀭􀀽􀀨􀁊􀁾􀁑􀀢􀀧􀁉􀀭􀁉 _ NEGATIVE NUMBER VIEW NUMBER CAPTION NOTES ) 1 ROADWAY OVER BRIDGE (Looking !'IW ) ;? 2 I VIEW FROM BRIDGE (Looking Up Stream) I'JE /8 3 VIEW FROM BRIDGE (Looking DoWVl Stream) SW ,q 4 ELEVATION (Looking -N ) 2,0 5 SUPERSTRUCTURE (Looking Jlw ) ?.J 􀁾 STREAM (Looking 5W ) ROADWAY UNDER (Looking ) 􀁬􀁊􀁊􀁾􀀱􀀧 ® l.. 􀁯􀁾 I 􀀧􀁵􀁾􀀬 􀁾 '\Y l􀁾... "􀀢'-􀁲qJ e 1'302 i", ll. . 'V \" . Far"" /oro ok Dr, 􀁾 J c$ Pan, Banki & Associates, Inc. Date: I0/09/98 County: Dallas (057) ill No.: P002-00-001 Route: Farmbrook Dr. Downstream View Looking Southwest Neg. 18 View 3 Elevation Looking North Neg. 19 View 4 pO Pan, Banki & Associates, Inc. Date: 10/09/98 County: Dallas (057) ill No.: P002-00-00l Route: Farmbrook Dr. Superstructure Looking Northwest Neg. 20 View 5 Stream Looking Southwest Neg. 21 View 6 pb Pan, Banki & Associates, Inc.