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IH 35E NBML over TIMBER CREEK

Map

Coordinates:
+32.99750, -96.95461
32°59'51" N, 96°57'17" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:IH 35E NBML over TIMBER CREEK
Structure number:180610019602290
Location:1.10 MI NW OF DALLAS C/L
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:80.1 ft. [24.4 m]
Total length:400.0 ft. [121.9 m]
Roadway width between curbs:80.1 ft. [24.4 m]
Deck width edge-to-edge:102.0 ft. [31.1 m]
Skew angle:15°
Owner:State Highway Agency [01]
Year built:1996
Year reconstructed:2006
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:5
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: February 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:76,530 [as of 2013]
Truck traffic:7% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:90.8

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2016GoodGoodVery GoodGood7653090.8
February 2014GoodGoodVery GoodGood7815090.7
March 2012GoodGoodVery GoodGood6931091.5
April 2010GoodGoodVery GoodGood6896091.5
April 2008GoodGoodVery GoodGood6881091.6
May 2006GoodVery GoodVery GoodGood7089091.4
April 2004GoodVery GoodVery GoodGood7339091.1
May 2002GoodVery GoodVery GoodGood7303591.2
March 2000GoodVery GoodVery GoodGood6641091.8
March 1998GoodVery GoodVery GoodGood5542092.8
June 1996GoodVery GoodExcellentExcellent5542092.8

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Abutmentlinear ft.2372132400
Reinforced Concrete Pier Caplinear ft.5154773800
Joints
Strip Seal Jointlinear ft.38533540010
Bearings
Elastomeric Bearingeach178178000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.8277745300