Share:

SEDGEWICK DR over PURPLE CR

Map

Coordinates:
+32.37613, -90.11622
32°22'34" N, 90°06'58" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:SEDGEWICK DR over PURPLE CR
Structure number:SA2500000000281
Location:SEC_ 8_T 6N_R 2E
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:44.0 ft. [13.4 m]
Total length:88.9 ft. [27.1 m]
Roadway width between curbs:36.7 ft. [11.2 m]
Deck width edge-to-edge:44.9 ft. [13.7 m]
Skew angle:20°
Owner:City or Municipal Highway Agency [04]
Year built:1965
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: September 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,300 [as of 2013]
Truck traffic:8% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:31.7 tons [28.8 metric tons]
Inventory rating:24.8 tons [22.5 metric tons]
Sufficiency rating:77.6
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$585,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201577.6FairGoodGoodFair-2300
September 201377.6FairGoodGoodFair-2300
October 201177.6FairGoodGoodFair-2300
February 201088.6GoodVery GoodVery GoodGood-2300
November 200788.6GoodVery GoodVery GoodGood-2300
November 200588.6GoodVery GoodVery GoodVery Good-2300
February 200488.6GoodVery GoodVery GoodVery Good-2300
February 200288.6GoodVery GoodVery GoodVery Good-2300
February 200088.6GoodVery GoodVery GoodVery Good-2268
March 199888.6GoodVery GoodVery GoodVery Good-2268
April 199688.6GoodVery GoodVery GoodVery Good-2268