Share:

ELLIS AVE over TRIB LYNCH CREEK

Map 

Coordinates:
+32.29807, -90.22775
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 TRIB LYNCH CREEK
Structure number:SA2500000000123
Location:SEC 7 T 5N R 1E
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:14.1 ft. [4.3 m]
Total length:29.9 ft. [9.1 m]
Roadway width between curbs:64.3 ft. [19.6 m]
Deck width edge-to-edge:75.1 ft. [22.9 m]
Skew angle:20°
Owner:City or Municipal Highway Agency [04]
Year built:1956
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: September 2014 

Status:Open, no restriction [A]
Average daily traffic:26,000 [as of 2013]
Truck traffic:8% of total traffic
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Culvert condition:No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:47.5 tons [43.2 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:95.5

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201495.5Not deficient---26000
February 201395.5Not deficient---26000
February 201195.5Not deficient---26000
February 201095.5Not deficient---26000
November 200795.5Not deficient---26000
November 200595.5Not deficient---26000
February 200495.5Not deficient---26000
February 200295.5Not deficient---26000
February 200095.0Not deficient---31710
March 199895.0Not deficient---31710
April 199695.0Not deficient---31710