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WILLIAMS AVE over BIG SPRING LAGOON

Map

Coordinates:
+34.71667, -86.58333
34°43'00" N, 86°34'60" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:WILLIAMS AVE over BIG SPRING LAGOON
Structure number:019391
Location:1.0 MILE NORTH US 431
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:47.9 ft. [14.6 m]
Total length:47.9 ft. [14.6 m]
Roadway width between curbs:55.1 ft. [16.8 m]
Deck width edge-to-edge:80.1 ft. [24.4 m]
Owner:City or Municipal Highway Agency [04]
Year built:2004
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Arch - Deck [11]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:4,200 [as of 2013]
Truck traffic:1% 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:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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 foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:47.9 tons [43.5 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:89.8
Estimated cost of work:$1,289,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201589.8GoodVery GoodVery GoodVery Good-4200
May 201389.9GoodVery GoodVery GoodVery Good-3500
May 201189.9GoodVery GoodVery GoodVery Good-3500
May 200997.4GoodVery GoodVery GoodVery Good-1000
May 200797.4GoodVery GoodVery GoodVery Good-1000
May 200597.4GoodVery GoodVery GoodVery Good-1000