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LA0525 over CREEK

Map 

Coordinates:
+32.39105, -93.82135
32°23'28" N, 93°49'17" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LA0525 over CREEK
Structure number:040900970119211
Location:0.61 MI. E OF US 171
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:20.0 ft. [6.1 m]
Total length:100.1 ft. [30.5 m]
Roadway width between curbs:70.5 ft. [21.5 m]
Deck width edge-to-edge:85.0 ft. [25.9 m]
Skew angle:75°
Owner:State Highway Agency [01]
Year built:2003
Historic significance:Historical significance is not determinable at this time [4]
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 Cast-in-Place [1]

Latest Available Inspection: February 2015 

Status:Open, no restriction [A]
Average daily traffic:11,000 [as of 2014]
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
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 the assessed or calculated scour condition. [8]
Operating rating:50.9 tons [46.3 metric tons]
Inventory rating:39.2 tons [35.6 metric tons]
Sufficiency rating:82.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201582.0Not deficientGoodGoodGood11000
February 201382.0Not deficientGoodVery GoodVery Good10700
February 201185.0Not deficientVery GoodVery GoodVery Good9800
January 200985.0Not deficientVery GoodVery GoodVery Good9800
February 200785.0Not deficientVery GoodVery GoodVery Good8300
January 200585.0Not deficientVery GoodVery GoodVery Good11600
November 200385.0Not deficientVery GoodVery GoodVery Good11300