• • • • • • • • 􀁾􀀢􀀠'. , "'.'". '1 ) I :.. , COUNTY BRIOGE DATE CONDITION RATINGS MM 00 yy COMMENTS 56 59 00 0' I 6' .z. .Jif-. R'D 4-!?Jar/,e. /UfIC-('de-8of,. 􀁾􀁟􀁾􀀺􀀡􀁉et' r g 9 q 1 Iq 1/-1t .<6t:; "1 g ,ft 􀁾􀀠f) ,1/, 181 £j il $ C, Ig 􀀮􀁾􀀠. 􀁾􀁊􀀿􀀧􀀴􀁾􀀠1JJ 􀁾􀀠! "7 t t.-./(... ql ;.J 1J JJ 1 1"7 11 􀀮􀁾􀀧􀁖􀀮􀀣􀀠A. }..2 !J 1 1'1 41/1/41.. 1. J AI 7 7· · ,, · · : · · ! · ! I I I · · · • · I I BRIDGE HISTORY 􀁾􀁜􀁜􀀭􀀱􀀱􀁾􀀠i 􀁾􀀠, '1kns DfJ{18f1mfH'li Df TrBllSpcrtlltkIIJ Form 1085-t .. 12·89 Bridge Inspection Record 􀁄􀁩􀀧􀁴􀁲􀁩􀁣􀁴􀀮􀀭􀀭􀀬􀀯􀁾􀁧__ Description _____􀁌􀀮􀀮􀀮􀀮􀀮􀀮􀀮􀀡􀁾􀁾􀁗􀀮􀀮􀀮􀀮􀀮􀀮􀀡􀁾􀀺􀀮􀀮􀀮􀁌_ 􀁟􀁟􀁉􀀮􀀬􀁤􀀻􀀼􀀮􀁌􀁾􀀺􀀺􀀺􀀺􀀡􀁾􀀺􀀺􀀺􀀺􀀮􀀱􀀮􀀮􀀮􀀵􀀢􀀢􀁟􀁟􀀡􀀧􀀻􀀮􀀮􀀮􀀮􀀺􀁾􀀮􀁰􀀮􀀽􀀻􀀮􀁣􀁲􀀢􀀧􀀷􀀧􀀧􀀧􀀧􀀧􀀭􀀮􀁌􀁊􀁌􀀺􀀽􀀧􀀭􀀧􀀧􀀭􀀭􀀭􀀭􀀭􀀬􀀬􀀭􀀭􀀯􀁟􀀺Inspector's Slgnature 􀁟􀀭􀀮􀀮􀀺􀀺􀁾􀀮􀀮� �􀀽􀀽􀀭􀀮􀁊􀀡􀀱􀀺􀀢􀁾􀀱􀀺􀁪􀁾􀁾___ Date 􀁾􀀫􀀭􀀫􀀭􀁌􀀭􀀧􀀧􀀺􀀺􀀺􀀮􀁴􀀭􀁊􀀮􀀮􀀮􀀧􀀧􀀧􀀧􀀧􀀧􀀧N-Not applicable 9Excellent condition """""\.--1 OF 􀁔􀁅􀁾􀀢􀀠' 8'Vftry good condition no problems noted 􀁾􀀭􀁜􀀢􀀺􀀢􀁜•. ···..···..􀀢􀁉􀀮􀁳􀀧􀁾􀁬􀀠..':>'\ ••••􀁾􀀠". •7Good condition -some minor problems .... 0" I, ... .... II 6Satisfactory condition mincl deterioration of structutal elemenu: (limited) '*: ' .•, : ......:... 􀁾􀀠s-Fair (ondition'" minor deterioration of structural elements (extensive) 􀁾􀀮􀁾􀀮􀀺.......... ,., ,n..l; I 4Poor condition -deterioration signific.antly affects nructural capacity t J.r" .......... /3Serious condition""' deterioration 'Seriously affects structural capacity "...􀀬􀁾....... wi' :'tlJj 2Critital condition -bridge should be close" until repaired I .. 􀁾􀀮􀀮􀀮􀀠<:>.: Iii",􀁴􀀬􀁯􀀢􀀬􀀮􀁾􀁾􀀠􀁉􀁓􀁩􀁦􀀺􀀮􀀿􀀺􀀺􀀧􀁦􀀺􀂷􀀢􀀦􀁾􀀮􀀮􀁲􀀠1Failing condition bridge closed but repairable 􀀢􀁾􀁓􀁓􀂷􀂷􀂷􀂷􀂷􀂷􀂷􀂷􀂷􀁦􀀺􀀮􀀢􀀠\,IONA\. __-.0Failed condition bridge dosed and beyond repair ",""".....-..; ! Enter a ratIng for each element of each component. The ratIng shOloild equal Of exceed the minimum rating listed to the left of each element. Component Ratings should equal the lowest ratIng of anyelement of the component. Fully supportive comments afe to be made hereon or on attachments for all ratings of 7 or below. Min. I Deck (Item 58) I Rating Min. ISuperstructure (Item 59) I Rating 1 Deck -Rating [2J 0 Main Members -Steel r--:J 0 Main Members -Concrete 6 Wearing Surface to m 0 Main Members -Timber 6 Joints. Expansion, Open J.J 0 Main Member Connections 6 Joints, Expansion, Sealed JJ 1 Floor System Members 6 Jointsj Other }.) 1 Floor System Connection. 6 Drainage System 􀁾􀀠S Secondary Members 6 Curbs. Sidewalks 8. Parapets S Secondary Member Connections 6 Median Barrier 6 Expansion Bearings 6 Railings I)lJn6 Fixed Sea rings 7 Railing Protective Coating 6 Steel Protective Coating 7 Delineation (curve markers) l-; Other 1\ Other L QJComponent Rating 􀁃􀁄􀀮􀁉􀁊􀀱􀁊􀁾􀀮􀀱􀀡􀀮􀁲􀀠􀀿􀁐􀁮􀁴􀀻� �􀀮􀁉􀁾􀀠Ie U'ackComments: ,.comments: , I Di.trict It County ">1 Cont.se<_-Ln-"!.-"p'-$::::-:.v.:....::.0___ Struclur._::;CJ,....",tJ:....;.(__ Min. I Substructure (Item 60) I lIa.lng Min. I Culverts (Item 62) I llating 0 Abutment Cap. 7 0 TopSlab, Ii) c-:::r 0 AbolJe Ground 0 Bottom Slab or Footings 0 Below Ground or Foundation 0 Abutments & 􀁴􀁮􀁴􀁥􀁲􀁭􀁥􀁤􀀺􀁾􀁵􀁰􀁰􀁯􀁲􀁴􀁳􀀠S Sa-12·89 , ./I Texas Depertment of TransportatiOn -' form 1381·1 .. , '-89 Bridge Appraisal Worksheet I Underclearances (Item 69) I .Lstr.am Cro••ing (Item N/A) Late,al CI••, Righi (Item 55) Lateral Clear Left (Item 56) __1-Way Traffic __2·Way Traffic __Posted __Meas. __Est. Route Description __jmifed Access, Rural __Umlled Access, Urban __Collector & Local Roads __Acceleration & Deceleration Lana or Ramp under 􀀲􀁾􀁷􀁡􀁹􀀠Traffic __Railroad Vertical Underclearance Rating (Table 3A) __ Lateral Cleranee Rating (Table 38) ___ Rating-0 Vertical Underelearanee (Item 54) _Prlndpal & Minor Arterials __MBGF Transition __Standard Traffic or Combination Rail __None _NIA __Damaged __Non-Sid. __Other .---------.---t;;l Transitions (2nd Digit) Rating 􀁾􀀠!-::..-_-St-.-nd-.-rd-M---s-a-F-::::::s-I-and-a-'d---T"'r-au---ic-o-'---C-"o-m-b-:-in-a"'lio-n-:R:"a"'II---! __None _N/A _Damaged ____Non-Sid. __Olher____________ Approach Guardrail (3rd Digit) Rating 􀁾􀀠!______________________-!__MBGF Terminal __Impact Attenuator __None __N/A A '" __Damaged __Non-Std. __Olher____________ Guardrail Terminal (4th Digit) Rating G2J I Structural Evaluation (Item 67) IR"-JLHS20 I __Olher_________-:_______ ADT􀁾􀀨􀁽􀀨􀀩Yr. '11Condilion Ratings AJ Superstructure (Item 59) V Substruclure (Ilem 60) :J--Culven (Item 62) _From TXDOT Traffic Count __From Field Estimates Structural Rating (Table 1) 1t. Rating-[1J I OR" HS27 Bridge Posting (Item 70) Posted Load I Required Posting'____ __Other ________ Rating -I t;;"1 I Waterway Adequacy (Item 71) I --Sl 100 Yrs.) _ Slight(11-100 Yr•.) Z 12: Occasional (3-10 Yrs) _ _ Frequent (<3 Yrs.) __ Traffic Delav1f Flooded 􀁾􀁮􀁩􀁦􀁬􀁣􀁡􀁮􀁴􀀠__Significant __Severe Rating-I£] I Approach Roadway Alignment (Item 72) I Soeed Reduction at Bridae Approache • 􀁟􀁊􀁌􀁾􀁏􀀧􀀠Recuired (8) __Slighl Reduction (0) __Substantial Reduelion 􀂫􀁾􀀳􀀩􀀠Speed Reduction Required due to __VMical Alignment __Horizontal Aiignment__Other ____________ I Deck Geometry (item 68) I No. 01 Lane. (Eaoh Way) -L_ -.6Lanes, 2-Way Traffic (Table 2A) __2 or More Lanes Each Way (Table 2C) _Limited Access Freeway __Multilane Facility __1-Way ramp (Table 20) Bridge Roadway Width 1,"1'?--1 Overpassing Vertical Clearance ---"osted _Measured _Estimated •,. ... Umiled Access •.__.Artenal _Collector or Local Vertical Clearance _ t Raling (Table 2E) _J...I_ Bridge Roadway Width Rating _ 6__ Rating -I r;;1 Rating-0 See revef'e Side lor explanation of rating numbers. 1 Rating Code Descriptions Traffic Safety Features (Item 36) The four Traffic Safety Features are assigned a one-digit rating based on the following scale. Feature meets currently acceptable standards. o Feature does not meet currently acceptable standards or feature is required but not provided. N -Not applicable or1eature is not required. General Features (Items 67. 68. 69, 71. and 72) Items 67. 68. 69.71, and 72 are assigned a one-digit rating based on the following scale. N -Not applicable. 9 -Superior to present desirable criteria_ 8 Equal to present desirable criteria. 7 Better than present minimum criteria. 6 Equal to present minimum criteria. 5 Somewhat better than minimum adequacy to tolerate being left in place as is. 4 Meets minimum tolerable limits to be left in place as is. 3 Basically intolerable condition requiring high priority of corrective action. 2 -Basically Intolerable condition requiring high priority of replacement. 1 This value of rating code not used. o Bridge dosed. .,. Bridge Posting (Item 70) Item 70 is assigned a one-digit rating based on the following scale. 5 Operating rating equal to or above legal loading. 4 Operating rating 0.1 to 9.9% below legal loading. 3 Operating rating 10.0 to 19.9 % below legal loading. 2 Operating rating 20.0 to 29.9% below legal loading. 1 Operating rating 30.0 to 39.9% below legal loading. o -Operating rating 39.9% or more below legal loading, \ I I􀁲􀀭􀀭􀀭􀀢􀀭􀁾􀀭􀀭􀀭􀀭􀀺􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭l!/t'--j OISTRICT I COUNTY I CSS. I k I 􀁾􀀬􀀠􀁰􀁾􀁏1/h::7 -t:J,:J I RCX.IT' vats J.Jar-rh FEA WRE CROSSEO: FiifjV yS 8V.clOL6 L.;r, 1. ANSWER A\\ QUESTIONS 8Y CIRCliNG YES Of< NG 2 THEN USE THE FLOW CHART TO RANK THE SRIOOE 'N THE API'ROPAIATE CA TEOORY. J. COOE THE HIGHEST RANKING'IN CARO aco.""" eo (8RINSAP COOING ITEM 113. 'I•. 􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀀠, IT] I', IH! 􀁍􀁉􀁇􀁈􀁾􀁁􀁔􀀠􀀡􀁫􀁡􀁁􀁘􀁾􀀨􀁘􀁬􀀠􀁾􀀠IN !KE 'LOOOPLAIN CURREN!L' DAkAGEO aT SCDUR TKAT "IGHT IHREA1EN IIAVELLEO LANES DURING A flOOD? YES €J @J 􀁾􀀠 HAS SCOUR OCCURRED 􀁡􀁅􀁌􀁾􀀠THE ORIGINAL GROUND LIHE AT A PIIR OR AaUTNExI. EITHER @J OURIHG OR A'TER A 'LOOO TO A DEPTH or 􀁾.. ,S FEEl OR HOREl YES & 􀁾􀀠@... 2.1. 10 I fl.? YES e ,e:J IS OlKIR ACTI'E EROIIO_ OR SCOVR EVIDENI ON SIRIAX8A"", OR IX IHE CKAHHIL aEO vll"l" SIGHT OISIAHC! O. THE BRIDGE Q}JEIIHIR UPSTREAk OR 􀁾􀀠􀀰􀀰􀁾􀁈􀁓􀁔􀁒􀁉􀁁􀁍􀀷􀀠YES 􀁬􀁾􀀠. 􀁾􀀠 OOIS !HE BRIOGI HA'E ANY IPREAO rOO!IHG 'OV'OAIIO"\ 􀁾􀀠HOI IUPPORTIO S1 PlcEI A"D HOI ON 10LI0 ROCA? YES (§> 􀁾􀀠 OOEI IHE BRI06E lEND 10 COLLECI LARGE ANOUNII OF ORlf! OR 018RII OvRIHG fLOOO\ ' 􀁾􀀠 00(\ THE BRIOGI OR APPROACH EM8AN!(i4(NT IH IHE fL 000 PLAIN !lAVE ..xY HISTORY or flOOD DAMAGE7 YES @_____----' TEXAS ,_O_EPARTMENT OF TRANSPORTATION I IS IHE BRIOGI ON Ax ALLUYIAL fA" OR Ix AX IROOl6LI SAXO 610 ChAHHIL? YES II IKI aRIOGLCROSIING LOCIIIO 0" OR "IAI A SHARP Blxo Ix IKI SIREAM? YES -r-II IHI BRIDGE LOCAIEO IN A 􀁉􀁉􀁾􀁅􀁁􀀢􀀠WI'HIN OHE MilE A LOW RISKeJG SCOUR VUL.NERABIL.ITY RANKINa YU.N!R,o.SlllTY 􀁒􀀬􀁯􀀮􀁾􀁉􀁎􀁇􀀠C,o.TEOOAY COOE OESCRIP!ION 91 l