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SENECA PLACE over LITTLE HOPE CREEK

Map 

Coordinates:
+35.16444, -80.85314
35°09'52" N, 80°51'11" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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]
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 2014 

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

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201461.7Not deficientFairFairFair5400
April 201261.7Not deficientFairFairFair5400
April 201072.7Not deficientGoodSatisfactorySatisfactory5400
April 200872.7Not deficientGoodSatisfactorySatisfactory5400
June 200672.7Not deficientGoodSatisfactorySatisfactory5400
April 200472.7Not deficientGoodGoodGood5400
July 200272.7Not deficientGoodGoodGood5400
July 200072.7Not deficientGoodGoodGood5400
March 199863.1Structurally deficientGoodGoodGood5400
May 199059.8Structurally deficientGoodSatisfactoryGood2200