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US 67 / 84 over WILLIAMS BRANCH

Map

Coordinates:
+31.72975, -98.99233
31°43'47" N, 98°59'32" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 67 / 84 over WILLIAMS BRANCH
Structure number:230250005406027
Location:0.65 MI W OF US 377
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:9.8 ft. [3.0 m]
Total length:33.1 ft. [10.1 m]
Roadway width between curbs:66.6 ft. [20.3 m]
Deck width edge-to-edge:112.2 ft. [34.2 m]
Owner:State Highway Agency [01]
Year built:1952
Year reconstructed:1970
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:Culvert [19]
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:11,320 [as of 2013]
Truck traffic:14% of total traffic
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:19.8 tons [18.0 metric tons]
Inventory rating:18.6 tons [16.9 metric tons]
Sufficiency rating:70.7
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$26,000

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
March 201670.7Fair6 out of 10-11320
March 201485.4Fair6 out of 10-10900
April 201286.5Fair6 out of 10-10100
May 201086.7Fair6 out of 10-10400
April 200883.1Fair6 out of 10-9600
March 200685.0Fair6 out of 10-11200
March 200482.7Good7 out of 10-11200
July 200282.7Good7 out of 10-11200
May 200082.7Good7 out of 10-10900
July 199882.7Good7 out of 10-11000
May 199659.2Good7 out of 10FO10700
March 199276.2Good8 out of 10-9500
June 198876.3Good8 out of 10-8100

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Culvert
Reinforced Concrete Culvertlinear ft.10391660
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.2020000
Steel Protective Coatingsq. ft.999999000