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I0010 over WARD CR DIVERSION CANAL

Map 

Coordinates:
+30.36328, -91.04348
30°21'48" N, 91°02'37" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:I0010 over WARD CR DIVERSION CANAL
Structure number:611704501010831
Location:I0010
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:60.0 ft. [18.3 m]
Total length:303.2 ft. [92.4 m]
Roadway width between curbs:58.4 ft. [17.8 m]
Deck width edge-to-edge:61.0 ft. [18.6 m]
Skew angle:36°
Owner:State Highway Agency [01]
Year built:1974
Year reconstructed:2013
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:5
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: September 2015 

Status:Open, no restriction [A]
Average daily traffic:55,680 [as of 2015]
Truck traffic:21% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
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:Equal to present desirable criteria [8]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:96.0 tons [87.3 metric tons]
Inventory rating:44.6 tons [40.5 metric tons]
Sufficiency rating:92.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201592.8Not deficientGoodVery GoodGood55680
October 201392.9Not deficientGoodVery GoodGood54420
December 201187.8Not deficientGoodVery GoodGood51780
January 201088.1Not deficientGoodVery GoodGood49020
February 200887.7Not deficientSatisfactoryVery GoodGood43500
February 200688.0Not deficientSatisfactoryVery GoodGood40320
February 200488.3Not deficientGoodVery GoodVery Good37500
February 200285.5Not deficientGoodVery GoodVery Good32881
February 200086.0Not deficientGoodVery GoodVery Good27462
February 199887.0Not deficientVery GoodVery GoodVery Good27462
February 199687.3Not deficientVery GoodVery GoodVery Good31146
February 199487.7Not deficientVery GoodVery GoodVery Good25971
February 199287.7Not deficientVery GoodVery GoodVery Good26124