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LOCAL ROAD over LAMBERT PARK DITCH

Map 

Coordinates:
+32.38911, -93.79147
32°23'21" N, 93°47'29" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LOCAL ROAD over LAMBERT PARK DITCH
Structure number:040932233934741
Location:1.1 MI. EAST OF US 171
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:30.8 ft. [9.4 m]
Total length:30.8 ft. [9.4 m]
Roadway width between curbs:28.2 ft. [8.6 m]
Deck width edge-to-edge:38.1 ft. [11.6 m]
Owner:City or Municipal Highway Agency [04]
Year built:1983
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete [1]
Main span design:Channel beam [22]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2015 

Status:Posted for load [P]
Average daily traffic:8,132 [as of 1989]
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: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 the assessed or calculated scour condition. [8]
Operating rating:25.7 tons [23.4 metric tons]
Inventory rating:14.9 tons [13.5 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:48.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$142,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201548.4Structurally deficientGoodGoodGood8132
March 201348.4Structurally deficientVery GoodGoodGood8132
March 201148.4Structurally deficientVery GoodGoodGood8132
March 200948.4Structurally deficientVery GoodGoodGood8132
April 200748.4Structurally deficientVery GoodGoodGood8132
March 200548.4Structurally deficientVery GoodGoodGood8132
March 200348.4Structurally deficientVery GoodVery GoodVery Good8132
February 200148.4Structurally deficientVery GoodVery GoodVery Good8132
March 199948.4Structurally deficientVery GoodVery GoodVery Good8132
February 199748.4Structurally deficientVery GoodVery GoodVery Good8132
February 199548.8Structurally deficientVery GoodVery GoodVery Good8132
March 199348.8Structurally deficientVery GoodVery GoodVery Good8132
March 199148.8Not deficientVery GoodGoodVery Good8132