Share:

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:74.5 ft. [22.7 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 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:26,000 [as of 2014]
Truck traffic:8% 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: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:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
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:86.8
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201686.8GoodGoodGoodGood-26000
September 201487.8GoodVery GoodVery GoodVery Good-26000
February 201387.8GoodVery GoodVery GoodVery Good-26000
February 201187.8GoodVery GoodVery GoodVery Good-26000
February 201087.8GoodVery GoodVery GoodVery Good-26000
November 200795.6GoodGoodVery GoodGood-26000
November 200595.6GoodGoodVery GoodGood-26000
February 200495.6GoodGoodGoodGood-26000
February 200295.6GoodGoodGoodGood-26000
February 200095.8GoodGoodGoodGood-23000
March 199895.8GoodGoodGoodGood-23000
April 199695.8GoodGoodGoodGood-23000