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E COUNTY LINE RD over PURPLE CREEK

Map

Coordinates:
+32.39954, -90.13433
32°23'58" N, 90°08'04" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:E COUNTY LINE RD over PURPLE CREEK
Structure number:SA2500000000278
Location:SEC 6 T 6N R 2E B
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:80.1 ft. [24.4 m]
Total length:80.1 ft. [24.4 m]
Roadway width between curbs:67.9 ft. [20.7 m]
Deck width edge-to-edge:80.4 ft. [24.5 m]
Skew angle:20°
Owner:City or Municipal Highway Agency [04]
Year built:1984
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span 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: February 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:31,000 [as of 2014]
Truck traffic:8% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
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 assessed or calculated scour condition. [5]
Operating rating:71.9 tons [65.4 metric tons]
Inventory rating:40.3 tons [36.6 metric tons]
Sufficiency rating:93.6

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201693.6FairSatisfactoryVery GoodVery Good-31000
February 201493.8GoodVery GoodVery GoodVery Good-30000
February 201293.8GoodVery GoodVery GoodVery Good-30000
February 201093.8GoodVery GoodVery GoodVery Good-30000
November 200793.8GoodVery GoodVery GoodVery Good-30000
November 200593.8GoodVery GoodVery GoodVery Good-30000
February 200493.8GoodVery GoodVery GoodVery Good-30000
February 200293.8GoodVery GoodVery GoodVery Good-30000
February 200091.0GoodVery GoodVery GoodVery Good-50000
March 199891.0GoodVery GoodVery GoodVery Good-50000
April 199691.0GoodVery GoodVery GoodVery Good-50000