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LANE PK RD over BRANCH

Map 

Coordinates:
+33.48601, -86.77436
33°29'10" N, 86°46'28" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LANE PK RD over BRANCH
Structure number:000540
Old structure number:0000009037M0000 (from 1992 edition)
Location:LANE PK RD * CAHABA RD
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:12.8 ft. [3.9 m]
Total length:31.8 ft. [9.7 m]
Roadway width between curbs:33.1 ft. [10.1 m]
Deck width edge-to-edge:36.1 ft. [11.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:1928
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: September 2014 

Status:Open, no restriction [A]
Average daily traffic:6,000 [as of 2014]
Truck traffic:10% of total traffic
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:87.9
Estimated cost of work:$509,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201487.9Not deficient---6000
October 201287.9Not deficient---6000
October 201075.8Not deficient---6000
October 200875.8Not deficient---6000
April 200677.8Not deficient---6000
December 200477.8Not deficient---6000
September 200277.8Not deficient---6000
November 200077.8Not deficient---6000
November 199878.0Not deficient---6000
September 199677.8Not deficient---6000
October 199477.9Not deficient---6000
September 199277.9Not deficient---6000
October 199085.0Not deficient---6000