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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 2015 

Status:Open, no restriction [A]
Average daily traffic:6,000 [as of 2013]
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]
Evaluation:Functionally obsolete [2]
Sufficiency rating:95.4

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201595.4Functionally obsoleteGoodGoodVery Good6000
February 201395.4Functionally obsoleteGoodGoodVery Good6000
February 201195.4Functionally obsoleteVery GoodVery GoodVery Good6000
February 201095.4Functionally obsoleteExcellentExcellentExcellent6000
November 200795.4Functionally obsoleteExcellentExcellentExcellent6000
December 200595.4Functionally obsoleteExcellentExcellentExcellent6000
February 200495.4Not deficientExcellentExcellentExcellent6000
March 200295.4Not deficientExcellentExcellentExcellent6000
February 200095.4Not deficientExcellentExcellentExcellent6400
March 199895.4Not deficientExcellentExcellentExcellent6400
April 199695.4Not deficientExcellentExcellentExcellent6400