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VALLEY ST over LYNCH CREEK

Map 

Coordinates:
+32.28446, -90.21516
32°17'04" N, 90°12'55" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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]
Operating rating:47.5 tons [43.2 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:95.4

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201795.4GoodGoodGoodVery GoodFO6000
February 201595.4GoodGoodGoodVery GoodFO6000
February 201395.4GoodGoodGoodVery GoodFO6000
February 201195.4GoodVery GoodVery GoodVery GoodFO6000
February 201095.4GoodExcellentExcellentExcellentFO6000
November 200795.4GoodExcellentExcellentExcellentFO6000
December 200595.4GoodExcellentExcellentExcellentFO6000
February 200495.4GoodExcellentExcellentExcellent-6000
March 200295.4GoodExcellentExcellentExcellent-6000
February 200095.4GoodExcellentExcellentExcellent-6400
March 199895.4GoodExcellentExcellentExcellent-6400
April 199695.4GoodExcellentExcellentExcellent-6400