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LYNCH ST over LYNCH CREEK

Map 

Coordinates:
+32.29763, -90.22730
32°17'51" N, 90°13'38" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LYNCH ST over LYNCH CREEK
Structure number:SA2500000000116
Location:SEC 5 T 5N R 1E
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:40.0 ft. [12.2 m]
Total length:102.0 ft. [31.1 m]
Roadway width between curbs:52.5 ft. [16.0 m]
Deck width edge-to-edge:63.3 ft. [19.3 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:Bituminous [6]

Latest Available Inspection: February 2015 

Status:Open, no restriction [A]
Average daily traffic:14,000 [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:Basically intolerable requiring high priority of replacement [2]
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]
Evaluation:Functionally obsolete [2]
Sufficiency rating:69.6
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
February 201569.6Functionally obsoleteVery GoodVery GoodVery Good14000
February 201369.6Functionally obsoleteVery GoodVery GoodVery Good14000
February 201169.6Functionally obsoleteVery GoodVery GoodVery Good14000
February 201069.6Functionally obsoleteVery GoodVery GoodVery Good14000
November 200777.3Functionally obsoleteVery GoodVery GoodVery Good14000
November 200577.3Functionally obsoleteVery GoodVery GoodVery Good14000
February 200477.3Functionally obsoleteVery GoodVery GoodVery Good14000
February 200277.3Functionally obsoleteVery GoodVery GoodVery Good14000
February 200076.0Functionally obsoleteVery GoodVery GoodVery Good16660
March 199876.0Functionally obsoleteVery GoodVery GoodVery Good16660
April 199676.0Functionally obsoleteVery GoodVery GoodVery Good16660