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CITY STREET over PIERRE BAYOU

Map 

Coordinates:
+32.46905, -93.73689
32°28'09" N, 93°44'13" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CITY STREET over PIERRE BAYOU
Structure number:040932280934421
Location:0.9 MI N OF PIERREMONT AV
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:9.8 ft. [3.0 m]
Total length:33.1 ft. [10.1 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:120.1 ft. [36.6 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:1988
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Other [9]

Latest Available Inspection: April 2015 

Status:Open, no restriction [A]
Average daily traffic:5,938 [as of 1988]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:43.6 tons [39.6 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:80.3

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201580.3Functionally obsolete---5938
April 201380.3Functionally obsolete---5938
April 201180.3Functionally obsolete---5938
March 200980.3Functionally obsolete---5938
March 200780.3Functionally obsolete---5938
March 200580.3Functionally obsolete---5938
March 200380.3Functionally obsolete---5938
March 200180.3Functionally obsolete---5938
February 199980.3Functionally obsolete---5938
January 199780.3Not deficient---5938
January 199580.4Not deficient---5938
March 199380.4Not deficient---5938
March 199180.4Not deficient---5938