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62 ND ST over BRANCH

Map 

Coordinates:
+33.54270, -86.74265
33°32'34" N, 86°44'34" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:62 ND ST over BRANCH
Structure number:012819
Old structure number:0000008237M0050 (from 1992 edition)
Location:62 ND ST * 3RD AVE N
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:14.8 ft. [4.5 m]
Total length:30.8 ft. [9.4 m]
Roadway width between curbs:26.9 ft. [8.2 m]
Deck width edge-to-edge:41.0 ft. [12.5 m]
Skew angle:15°
Owner:City or Municipal Highway Agency [04]
Year built:1982
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:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: October 2014 

Status:Open, no restriction [A]
Average daily traffic:500 [as of 2014]
Truck traffic:1% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
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 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:51.6 tons [46.9 metric tons]
Inventory rating:30.8 tons [28.0 metric tons]
Sufficiency rating:93.0
Estimated cost of work:$567,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201493.0Not deficient---500
November 201293.0Not deficient---500
November 201093.0Not deficient---500
November 200893.0Not deficient---500
October 200679.5Not deficient---500
December 200479.5Not deficient---500
September 200279.5Not deficient---500
October 200079.5Not deficient---500
November 199879.7Not deficient---500
November 199679.5Not deficient---500
October 199479.5Not deficient---500
October 199279.5Not deficient---500
October 199089.0Not deficient---500