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PARKWAY AVENUE over STEWART CREEK

Map

Coordinates:
+35.24668, -80.87629
35°14'48" N, 80°52'35" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PARKWAY AVENUE over STEWART CREEK
Structure number:000000001190370
Location:0.05 MI.S.JCT.NORWOOD DR.
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:39.0 ft. [11.9 m]
Total length:122.1 ft. [37.2 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:40.0 ft. [12.2 m]
Owner:City or Municipal Highway Agency [04]
Year built:1978
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:3
Main spans material:Prestressed concrete [5]
Main spans design:Slab [01]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:3,200 [as of 2012]
Truck traffic:7% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:80.9 tons [73.5 metric tons]
Inventory rating:47.9 tons [43.5 metric tons]
Sufficiency rating:82.6

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201682.6FairGoodSatisfactoryGood-3200
April 201471.6FairSatisfactorySatisfactoryFair-3200
April 201286.9FairFairFairFair-500
April 201099.0GoodGoodGoodGood-500
April 200899.0GoodGoodGoodGood-500
March 200699.0GoodGoodGoodGood-500
April 200499.0GoodGoodGoodGood-500
July 200296.0GoodGoodGoodGood-500
July 200096.0GoodGoodGoodGood-500
May 199896.0GoodGoodGoodGood-500
April 199096.0GoodGoodGoodGood-500