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CITY STREET over PIERREMONT DITCH

Map 

Coordinates:
+32.45167, -93.74500
32°27'06" N, 93°44'42" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CITY STREET over PIERREMONT DITCH
Structure number:040932271934471
Location:0.33 MI E OF FAIRFIELD AV
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:26.9 ft. [8.2 m]
Total length:26.9 ft. [8.2 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:46.9 ft. [14.3 m]
Skew angle:37°
Owner:City or Municipal Highway Agency [04]
Year built:1996
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete [1]
Main span design:Culvert [19]
Deck type:Concrete Precast Panels [2]

Latest Available Inspection: April 2015 

Status:Open, no restriction [A]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
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 with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:43.6 tons [39.6 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:98.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201598.0Not deficient----
April 2013100.0Not deficient----
April 2011100.0Not deficientGoodGoodGood-
March 2009100.0Not deficientGoodGoodGood-
March 2007100.0Not deficientVery GoodVery GoodVery Good-
March 2005100.0Not deficientVery GoodVery GoodVery Good-
March 2003100.0Not deficientVery GoodVery GoodVery Good-
March 2001100.0Not deficientVery GoodVery GoodVery Good-
February 1999100.0Not deficientVery GoodVery GoodVery Good-
February 1997100.0Not deficientVery GoodVery GoodVery Good-