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W FRONTAGE TERRY R over LYNCH CR

Map

Coordinates:
+32.28333, -90.20911
32°16'60" N, 90°12'33" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:W FRONTAGE TERRY R over LYNCH CR
Structure number:SA2500000000126
Location:SEC 9 T 5N R 1E
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:30.8 ft. [9.4 m]
Total length:99.7 ft. [30.4 m]
Roadway width between curbs:26.6 ft. [8.1 m]
Deck width edge-to-edge:27.9 ft. [8.5 m]
Owner:City or Municipal Highway Agency [04]
Year built:1998
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:4
Main spans material:Concrete [1]
Main spans design:Channel beam [22]
Deck type:Concrete Precast Panels [2]
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:820 [as of 2015]
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 desirable criteria [8]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:88.9

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2017GoodVery GoodVery GoodVery Good82088.9
February 2015GoodVery GoodVery GoodVery Good82088.9
February 2013GoodVery GoodVery GoodVery Good82088.9
February 2011GoodVery GoodVery GoodVery Good82088.9
February 2010GoodExcellentExcellentExcellent82088.9
November 2007GoodExcellentExcellentExcellent82088.9
December 2005GoodExcellentExcellentExcellent82088.9
February 2004GoodExcellentExcellentExcellent82088.9
January 2002GoodExcellentExcellentExcellent120087.9
February 2000GoodExcellentExcellentExcellent1964078.6
February 1999GoodExcellentExcellentExcellent1964078.6
March 1998PoorFairFairSerious196402.0
April 1996PoorFairFairSerious196402.0