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VALLEY ST over LYNCH CREEK

Map

Coordinates:
+32.28419, -90.21511
32°17'03" N, 90°12'54" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:VALLEY ST over LYNCH CREEK
Structure number:SA2500000000124
Location:SEC 8 T 5N R 1E
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:42.0 ft. [12.8 m]
Total length:109.9 ft. [33.5 m]
Roadway width between curbs:61.0 ft. [18.6 m]
Deck width edge-to-edge:64.3 ft. [19.6 m]
Skew angle:20°
Owner:City or Municipal Highway Agency [04]
Year built:1995
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: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: February 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:6,000 [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:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
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]
Sufficiency rating:95.4

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2017GoodGoodGoodVery Good600095.4
February 2015GoodGoodGoodVery Good600095.4
February 2013GoodGoodGoodVery Good600095.4
February 2011GoodVery GoodVery GoodVery Good600095.4
February 2010GoodExcellentExcellentExcellent600095.4
November 2007GoodExcellentExcellentExcellent600095.4
December 2005GoodExcellentExcellentExcellent600095.4
February 2004GoodExcellentExcellentExcellent600095.4
March 2002GoodExcellentExcellentExcellent600095.4
February 2000GoodExcellentExcellentExcellent640095.4
March 1998GoodExcellentExcellentExcellent640095.4
April 1996GoodExcellentExcellentExcellent640095.4