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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

Good/Fair/Poor Condition:Good
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201693.5GoodGoodVery GoodGood-15000
February 201495.5GoodVery GoodVery GoodVery Good-15000
February 201295.5GoodVery GoodVery GoodVery Good-15000
February 201095.5GoodExcellentExcellentExcellent-15000
November 200796.6GoodExcellentExcellentExcellent-15000
November 200596.6GoodExcellentExcellentExcellent-15000
February 200496.6GoodExcellentExcellentExcellent-15000
February 200296.6GoodExcellentExcellentExcellent-15000
February 200097.2GoodExcellentExcellentExcellent-8628
March 199897.2GoodExcellentExcellentExcellent-8628
April 199697.2GoodExcellentExcellentExcellent-8628