Share:

FM 2524 over WILLIAMS BRANCH

Map

Coordinates:
+31.72766, -98.99051
31°43'40" N, 98°59'26" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FM 2524 over WILLIAMS BRANCH
Structure number:230250237701004
Location:0.10 MI SW OF US 67
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:24.9 ft. [7.6 m]
Total length:75.1 ft. [22.9 m]
Roadway width between curbs:64.3 ft. [19.6 m]
Deck width edge-to-edge:66.3 ft. [20.2 m]
Owner:State Highway Agency [01]
Year built:1967
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:M 13.5 / H 15 [2]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:8,710 [as of 2013]
Truck traffic:11% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:45.5 tons [41.4 metric tons]
Inventory rating:26.7 tons [24.3 metric tons]
Sufficiency rating:91.6

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201691.6FairGoodGoodSatisfactory-8710
March 201491.6FairGoodGoodSatisfactory-8600
April 201291.6FairGoodGoodSatisfactory-8700
May 201091.6FairGoodGoodSatisfactory-11500
April 200893.0FairGoodGoodSatisfactory-9300
April 200689.6FairGoodGoodSatisfactory-8800
March 200489.3GoodGoodGoodGood-8800
July 200289.3GoodVery GoodGoodGood-8800
May 200089.4GoodVery GoodVery GoodGood-8100
July 199888.3GoodVery GoodVery GoodGood-8500
June 199686.2GoodVery GoodVery GoodVery Good-9400
October 199389.5GoodVery GoodVery GoodVery Good-8000
March 199284.9FairVery GoodVery GoodSatisfactory-7700
June 199084.9FairVery GoodVery GoodSatisfactory-7700

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Substructure
Steel Columneach120840
Reinforced Concrete Abutmentlinear ft.4038200
Reinforced Concrete Pier Caplinear ft.4040000
Joints
Pourable Jointlinear ft.4040000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.4545000
Steel Protective Coatingsq. ft.4,9954,995000
Deck
Reinforced Concrete Slabsq. ft.33000