I0010 over WARDS CREEK


+30.42097, -91.12429
30°25'15" N, 91°07'27" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:I0010 over WARDS CREEK
Structure number:611704501004502
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:55.1 ft. [16.8 m]
Total length:171.9 ft. [52.4 m]
Roadway width between curbs:57.1 ft. [17.4 m]
Deck width edge-to-edge:63.0 ft. [19.2 m]
Skew angle:42°
Owner:State Highway Agency [01]
Year built:1967
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:3
Main spans material:Steel [3]
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 2014 

Status:Open, no restriction [A]
Average daily traffic:105,060 [as of 2014]
Truck traffic:21% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating:59.4 tons [54.0 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:80.3

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201480.3Not deficientGoodSatisfactorySatisfactory105060
September 201280.7Not deficientGoodSatisfactorySatisfactory100920
October 201079.0Not deficientGoodSatisfactorySatisfactory117960
October 200879.6Not deficientGoodSatisfactorySatisfactory111540
September 200681.6Not deficientGoodGoodVery Good92520
September 200482.0Not deficientSatisfactoryVery GoodVery Good87780
September 200282.3Not deficientSatisfactoryVery GoodVery Good85380
August 200083.3Not deficientSatisfactoryVery GoodVery Good75633
August 199883.3Not deficientSatisfactoryVery GoodVery Good75633
August 199682.8Not deficientSatisfactoryVery GoodVery Good80534
August 199484.8Not deficientSatisfactoryVery GoodVery Good75990
August 199287.0Not deficientSatisfactoryVery GoodVery Good49044
August 199087.0Not deficientSatisfactoryVery GoodVery Good49044