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LIZETAME DR over BALDWIN SLOUGH

Map 

Coordinates:
+32.33809, -86.23992
32°20'17" N, 86°14'24" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LIZETAME DR over BALDWIN SLOUGH
Structure number:012032
Old structure number:0000005251M0010 (from 1992 edition)
Location:0.2 MI E OF COTTINGHAM RD
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:12.1 ft. [3.7 m]
Total length:24.9 ft. [7.6 m]
Roadway width between curbs:30.5 ft. [9.3 m]
Deck width edge-to-edge:52.5 ft. [16.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:1978
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 continuous [2]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: April 2014 

Status:Open, no restriction [A]
Average daily traffic:125 [as of 1990]
Truck traffic:1% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:52.4 tons [47.6 metric tons]
Inventory rating:31.5 tons [28.6 metric tons]
Sufficiency rating:97.6
Estimated cost of work:$629,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201497.6Not deficient---125
April 201297.6Not deficient---125
May 201079.5Not deficient---125
May 200879.5Not deficient---125
May 200679.5Not deficient---125
May 200479.5Not deficient---125
May 200279.5Not deficient---125
May 200079.5Not deficient---125
April 199879.7Not deficient---125
July 199679.5Not deficient---125
November 199479.5Not deficient---125
November 199279.5Not deficient---125
August 199086.6Not deficient---125