SR 9 over BRANCH


+33.22328, -85.87925
33°13'24" N, 85°52'45" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 9 over BRANCH
Structure number:002628
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:6.2 ft. [1.9 m]
Total length:20.0 ft. [6.1 m]
Roadway width between curbs:26.9 ft. [8.2 m]
Deck width edge-to-edge:27.9 ft. [8.5 m]
Owner:State Highway Agency [01]
Year built:1923
Year reconstructed:1942
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: March 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,440 [as of 2013]
Truck traffic:7% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
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:36.0 tons [32.7 metric tons]
Inventory rating:26.0 tons [23.6 metric tons]
Sufficiency rating:73.7
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$216,000

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
March 201673.7Fair6 out of 10FO2440
March 201473.7Fair6 out of 10FO2440
March 201260.6Fair6 out of 10FO2310
March 201060.5Fair6 out of 10FO2470
March 200860.5Fair6 out of 10FO2570
March 200660.5Fair6 out of 10FO2550
March 200460.5Fair6 out of 10FO2560
March 200260.5Fair6 out of 10FO2560
March 200053.3Fair6 out of 10FO2810
March 199853.5Fair6 out of 10FO2730
April 199658.5Fair6 out of 10FO2610
May 199459.2Good7 out of 10FO2570
June 199259.2Good7 out of 10FO2530