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STATE ST. over PARKER CREEK

Map 

Coordinates:
+32.38114, -90.16061
32°22'52" N, 90°09'38" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:STATE ST. over PARKER CREEK
Structure number:SA2500000000207
Location:SEC 11 T 6N R 1E
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:80.1 ft. [24.4 m]
Total length:80.1 ft. [24.4 m]
Roadway width between curbs:63.0 ft. [19.2 m]
Deck width edge-to-edge:69.9 ft. [21.3 m]
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]
Main span material:Prestressed concrete [5]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: February 2016 

Status:Open, no restriction [A]
Average daily traffic:15,000 [as of 2013]
Truck traffic:8% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:84.2 tons [76.5 metric tons]
Inventory rating:37.4 tons [34.0 metric tons]
Sufficiency rating:93.5

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201693.5Not deficientGoodVery GoodGood15000
February 201495.5Not deficientVery GoodVery GoodVery Good15000
February 201295.5Not deficientVery GoodVery GoodVery Good15000
February 201095.5Not deficientExcellentExcellentExcellent15000
November 200796.6Not deficientExcellentExcellentExcellent15000
November 200596.6Not deficientExcellentExcellentExcellent15000
February 200496.6Not deficientExcellentExcellentExcellent15000
February 200296.6Not deficientExcellentExcellentExcellent15000
February 200097.2Not deficientExcellentExcellentExcellent8628
March 199897.2Not deficientExcellentExcellentExcellent8628
April 199697.2Not deficientExcellentExcellentExcellent8628