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CITY STREET over N. BRANCH WARDS CREEK

Map 

Coordinates:
+30.46833, -91.15500
30°28'06" N, 91°09'18" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CITY STREET over N. BRANCH WARDS CREEK
Structure number:611730267910561
Location:0.10 MI W OF AIRLINE HWY
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:19.0 ft. [5.8 m]
Total length:95.1 ft. [29.0 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:37.1 ft. [11.3 m]
Owner:County Highway Agency [02]
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:5
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Precast Panels [2]

Latest Available Inspection: September 2015 

Status:Posted for load [P]
Average daily traffic:6,180 [as of 1988]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:9.9 tons [9.0 metric tons]
Inventory rating:2.0 tons [1.8 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:7.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$333,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 20157.0Structurally deficientSatisfactorySatisfactoryPoor6180
October 201331.5Structurally deficientSatisfactorySatisfactoryPoor6180
October 201147.5Functionally obsoleteSatisfactorySatisfactoryFair6180
November 200950.5Functionally obsoleteGoodGoodSatisfactory6180
November 200750.5Functionally obsoleteSatisfactoryVery GoodGood6180