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GATEWAYPARKBRIDGE over STREAM

Map 

Coordinates:
+32.31667, -86.31667
32°19'00" N, 86°19'00" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:GATEWAYPARKBRIDGE over STREAM
Structure number:019920
Location:0.2 MI NORTH W.S.BLVD
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:40.0 ft. [12.2 m]
Total length:80.1 ft. [24.4 m]
Roadway width between curbs:37.1 ft. [11.3 m]
Deck width edge-to-edge:48.9 ft. [14.9 m]
Owner:City or Municipal Highway Agency [04]
Year built:2005
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:2
Main spans material:Concrete [1]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: January 2016 

Status:Open, no restriction [A]
Average daily traffic:1,000 [as of 2006]
Truck traffic:2% 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:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:80.2 tons [72.9 metric tons]
Inventory rating:48.1 tons [43.7 metric tons]
Sufficiency rating:99.9
Estimated cost of work:$1,223,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201699.9Not deficientVery GoodVery GoodVery Good1000
January 201499.9Not deficientVery GoodVery GoodVery Good1000
January 201299.9Not deficientVery GoodVery GoodVery Good1000
January 201099.9Not deficientVery GoodVery GoodVery Good1000
January 200895.9Not deficientVery GoodVery GoodVery Good1000
February 200695.9Not deficientVery GoodVery GoodVery Good1000