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WEST RIVER PARKWAY over BASSETT CREEK

Map 

Coordinates:
+44.99000, -93.28833
44°59'24" N, 93°17'18" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:WEST RIVER PARKWAY over BASSETT CREEK
Structure number:94247
Location:0.1 MI SE OF PLYMOUTH AV
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:22.0 ft. [6.7 m]
Total length:30.8 ft. [9.4 m]
Skew angle:20°
Owner:Local Park, Forest, or Reservation Agency [12]
Year built:1915
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Masonry [8]
Main span design:Culvert [19]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: August 2014 

Status:Open, no restriction [A]
Average daily traffic:3,550 [as of 2014]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Superior to present desirable criteria [9]
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]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:32.3 tons [29.4 metric tons]
Inventory rating:21.6 tons [19.6 metric tons]
Sufficiency rating:83.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$94,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201483.7Not deficient---3550
July 201382.5Not deficient---4767
May 201282.5Not deficient---4803
November 201182.5Not deficient---4803
November 201082.5Not deficient---4803
November 200980.5Not deficient---4803
July 200880.5Not deficient---4803
July 200782.6Not deficient-SatisfactorySatisfactory3900
June 200663.3Functionally obsolete-SatisfactorySatisfactory4838
December 200563.3Functionally obsolete-SatisfactorySatisfactory4838
October 200463.3Functionally obsolete-SatisfactorySatisfactory4838
October 200363.3Functionally obsolete-SatisfactorySatisfactory4838
October 200273.1Not deficient-SatisfactorySatisfactory300
October 200173.1Not deficient-SatisfactorySatisfactory300
December 200071.7Not deficient-SatisfactorySatisfactory300
November 199971.7Not deficient-SatisfactorySatisfactory300
February 199832.9Structurally deficient-SeriousSerious300
March 199629.9Structurally deficient---300
April 199470.8Not deficient---300
199460.8Not deficient--Fair300