Share:

I0010 over WARD CR DIVERSION CANAL

Map 

Coordinates:
+30.36327, -91.04313
30°21'48" N, 91°02'35" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:I0010 over WARD CR DIVERSION CANAL
Structure number:611704501010832
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:58.1 ft. [17.7 m]
Deck width edge-to-edge:61.4 ft. [18.7 m]
Skew angle:36°
Owner:State Highway Agency [01]
Year built:1974
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 

Good/Fair/Poor Condition:Good
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:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
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:91.8

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201591.8GoodGoodVery GoodVery Good-55680
October 201372.4GoodGoodVery GoodVery GoodFO54420
December 201187.8GoodGoodVery GoodVery Good-51780
January 201088.1GoodGoodVery GoodVery Good-49020
February 200887.7GoodGoodVery GoodVery Good-43500
February 200688.0GoodGoodVery GoodVery Good-40320
February 200488.3GoodGoodVery GoodVery Good-37500
February 200285.5GoodGoodVery GoodVery Good-32881
February 200086.0GoodGoodVery GoodVery Good-27462
February 199887.0GoodVery GoodVery GoodVery Good-27462
February 199687.3GoodVery GoodVery GoodVery Good-31146
February 199487.7GoodVery GoodVery GoodVery Good-25971
February 199287.7GoodVery GoodVery GoodVery Good-26124