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ELLIS AVE over LYNCH CREEK

Map 

Coordinates:
+32.29812, -90.22786
32°17'53" N, 90°13'40" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:ELLIS AVE over LYNCH CREEK
Structure number:SA2500000000119
Location:SEC 6 T 5N R 1E
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:40.0 ft. [12.2 m]
Total length:102.0 ft. [31.1 m]
Roadway width between curbs:64.3 ft. [19.6 m]
Deck width edge-to-edge:75.1 ft. [22.9 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:1955
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 13.5 / HS 15 [3]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: September 2014 

Status:Open, no restriction [A]
Average daily traffic:26,000 [as of 2013]
Truck traffic:8% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Better than present minimum criteria [7]
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 with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:35.6 tons [32.4 metric tons]
Inventory rating:26.7 tons [24.3 metric tons]
Sufficiency rating:87.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$276,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201487.8Not deficientVery GoodVery GoodVery Good26000
February 201387.8Not deficientVery GoodVery GoodVery Good26000
February 201187.8Not deficientVery GoodVery GoodVery Good26000
February 201087.8Not deficientVery GoodVery GoodVery Good26000
November 200795.6Not deficientGoodVery GoodGood26000
November 200595.6Not deficientGoodVery GoodGood26000
February 200495.6Not deficientGoodGoodGood26000
February 200295.6Not deficientGoodGoodGood26000
February 200095.8Not deficientGoodGoodGood23000
March 199895.8Not deficientGoodGoodGood23000
April 199695.8Not deficientGoodGoodGood23000