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COUNTY LINE RD over SMALL STREAM

Map 

Coordinates:
+32.40016, -90.20033
32°24'01" N, 90°12'01" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:COUNTY LINE RD over SMALL STREAM
Structure number:SA2500000000193
Location:SEC 4 T 6N R 1E B
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:19.0 ft. [5.8 m]
Total length:34.1 ft. [10.4 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:25.9 ft. [7.9 m]
Owner:City or Municipal Highway Agency [04]
Year built:1995
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:2
Main spans material:Wood or timber [7]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Wood or Timber [8]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2016 

Status:Open, no restriction [A]
Average daily traffic:7,200 [as of 2014]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 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 with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:23.8 tons [21.6 metric tons]
Inventory rating:17.4 tons [15.8 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:49.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$156,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201649.4Structurally deficientGoodGoodGood7200
February 201549.4Structurally deficientGoodGoodGood7200
February 201349.4Structurally deficientGoodGoodGood7200
February 201151.4Functionally obsoleteGoodGoodGood7200
February 201051.4Functionally obsoleteVery GoodVery GoodGood7200
November 200750.7Functionally obsoleteVery GoodVery GoodGood6400
November 200551.3Functionally obsoleteVery GoodVery GoodGood5200
February 200451.3Not deficientVery GoodVery GoodGood5200
January 200252.8Not deficientVery GoodVery GoodVery Good4300
February 200052.8Not deficientVery GoodVery GoodVery Good4200
March 199852.8Not deficientVery GoodVery GoodVery Good4200
April 199652.8Not deficientVery GoodVery GoodVery Good4200