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SR 125 over WOLF BRANCH

Map

Coordinates:
+31.26296, -83.32016
31°15'47" N, 83°19'13" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 125 over WOLF BRANCH
Structure number:000000001900290
Location:APP 3 MI N OF NASHVILLE
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:7.9 ft. [2.4 m]
Total length:26.9 ft. [8.2 m]
Roadway width between curbs:30.8 ft. [9.4 m]
Deck width edge-to-edge:33.5 ft. [10.2 m]
Owner:State Highway Agency [01]
Year built:1952
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
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:Not applicable [N]

Latest Available Inspection: June 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,210 [as of 2011]
Truck traffic:14% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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]
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:44.6 tons [40.5 metric tons]
Inventory rating:26.7 tons [24.3 metric tons]
Sufficiency rating:83.0
Estimated cost of work:$158,000

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
June 201683.0Fair6 out of 10-2210
June 201483.0Good7 out of 10-2210
June 201283.0Good7 out of 10-2210
June 201083.0Good7 out of 10-2370
June 200883.0Good7 out of 10-2370
June 200682.9Good7 out of 10-2400
June 200482.9Good7 out of 10-2430
July 200280.0Good7 out of 10-1900
July 200062.2Good7 out of 10-4810
November 199868.4Fair5 out of 10-1800
August 199687.2Fair6 out of 10-1720
September 199487.2Fair6 out of 10-1720
November 199287.2Fair6 out of 10-1720
January 199187.7Fair6 out of 10-1500

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Culvert
Reinforced Concrete Culvertlinear ft.9999000