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STRATHMORE DR over BALDWIN SLOUGH

Map 

Coordinates:
+32.32608, -86.24673
32°19'34" N, 86°14'48" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:STRATHMORE DR over BALDWIN SLOUGH
Structure number:016783
Location:0.1 S EAST SOUTH BLVD
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:9.8 ft. [3.0 m]
Total length:32.2 ft. [9.8 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:62.0 ft. [18.9 m]
Owner:City or Municipal Highway Agency [04]
Year built:1965
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 continuous [2]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2014 

Status:Open, no restriction [A]
Average daily traffic:250 [as of 1996]
Truck traffic:1% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present desirable criteria [8]
Water adequacy appraisal:Better than present minimum criteria [7]
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:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:67.8 tons [61.6 metric tons]
Inventory rating:40.6 tons [36.9 metric tons]
Sufficiency rating:100.0
Estimated cost of work:$856,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 2014100.0Not deficient---250
June 2012100.0Not deficient---250
June 2010100.0Not deficient---250
June 200879.5Not deficient---250
June 200679.5Not deficient---250
May 200479.5Not deficient---250
May 200279.5Not deficient---250
November 200079.5Not deficient---250
November 199879.7Not deficient---250
February 199779.5Not deficient---250