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SENECA PLACE over LITTLE HOPE CREEK

Map

Coordinates:
+35.16444, -80.85314
35°09'52" N, 80°51'11" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SENECA PLACE over LITTLE HOPE CREEK
Structure number:000000001190391
Location:175' E.JCT.WEDGEWOOD DR.
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:37.1 ft. [11.3 m]
Total length:39.0 ft. [11.9 m]
Roadway width between curbs:44.9 ft. [13.7 m]
Deck width edge-to-edge:55.8 ft. [17.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:1960
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Main span material:Prestressed concrete [5]
Main span design:Channel beam [22]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:5,400 [as of 1993]
Truck traffic:7% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Superior to present desirable criteria [9]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:29.9 tons [27.2 metric tons]
Inventory rating:17.9 tons [16.3 metric tons]
Sufficiency rating:61.7
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201661.7FairFairFairFair-5400
April 201461.7FairFairFairFair-5400
April 201261.7FairFairFairFair-5400
April 201072.7FairGoodSatisfactorySatisfactory-5400
April 200872.7FairGoodSatisfactorySatisfactory-5400
June 200672.7FairGoodSatisfactorySatisfactory-5400
April 200472.7GoodGoodGoodGood-5400
July 200272.7GoodGoodGoodGood-5400
July 200072.7GoodGoodGoodGood-5400
March 199863.1GoodGoodGoodGoodSD5400
May 199059.8FairGoodSatisfactoryGoodSD2200