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25 TH ST NO over VILLAGE CK

Map 

Coordinates:
+33.54347, -86.81617
33°32'36" N, 86°48'58" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:25 TH ST NO over VILLAGE CK
Structure number:000291
Location:25TH ST NO * 23RD CRT N
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:23.0 ft. [7.0 m]
Total length:47.9 ft. [14.6 m]
Skew angle:10°
Owner:City or Municipal Highway Agency [04]
Year built:1925
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: August 2014 

Status:Open, no restriction [A]
Average daily traffic:5,200 [as of 2014]
Truck traffic:1% of total traffic
Structural 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:Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. [5]
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:64.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,994,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201464.7Not deficient---5200
October 201274.8Not deficient---5200
October 201062.7Not deficient---5200
October 200862.7Not deficient---5200
April 200662.7Not deficient---5200
December 200462.7Not deficient---5200
September 200277.9Not deficient---5200
October 200077.9Not deficient---5200
October 199878.1Not deficient---5200
December 199677.9Not deficient---5200
November 199478.0Not deficient---5200
November 199278.0Not deficient---5200