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LYNCH ST over LYNCH CREEK

Map

Coordinates:
+32.29766, -90.22742
32°17'52" N, 90°13'39" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
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 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:14,000 [as of 2015]
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: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: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]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
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

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2017GoodGoodGoodGood1400069.6
February 2015GoodVery GoodVery GoodVery Good1400069.6
February 2013GoodVery GoodVery GoodVery Good1400069.6
February 2011GoodVery GoodVery GoodVery Good1400069.6
February 2010GoodVery GoodVery GoodVery Good1400069.6
November 2007GoodVery GoodVery GoodVery Good1400077.3
November 2005GoodVery GoodVery GoodVery Good1400077.3
February 2004GoodVery GoodVery GoodVery Good1400077.3
February 2002GoodVery GoodVery GoodVery Good1400077.3
February 2000GoodVery GoodVery GoodVery Good1666076.0
March 1998GoodVery GoodVery GoodVery Good1666076.0
April 1996GoodVery GoodVery GoodVery Good1666076.0