Share:

KINGS DRIVE over C.P.C.C.PARKING LOT

Map

Coordinates:
+35.21945, -80.83011
35°13'10" N, 80°49'48" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:KINGS DRIVE over C.P.C.C.PARKING LOT
Structure number:000000001190402
Location:0.1 MI.W.JCT.7TH STREET
Purpose:Carries highway over pedestrian/bicycle trail
Route classification:Local (Urban) [19]
Length of largest span:37.1 ft. [11.3 m]
Total length:84.0 ft. [25.6 m]
Roadway width between curbs:51.8 ft. [15.8 m]
Deck width edge-to-edge:69.6 ft. [21.2 m]
Owner:City or Municipal Highway Agency [04]
Year built:1976
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:Good
Status:Open, no restriction [A]
Average daily traffic:17,000 [as of 2012]
Truck traffic:7% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:80.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2016GoodGoodGoodGood1700080.0
April 2014GoodGoodGoodGood1700080.0
April 2012GoodGoodGoodGood700082.2
April 2010GoodGoodGoodGood700082.2
April 2008GoodVery GoodGoodGood700082.2
April 2006GoodVery GoodGoodGood700082.2
April 2004GoodVery GoodGoodGood700082.2
July 2002GoodExcellentGoodGood700082.2
September 2000GoodExcellentGoodGood700082.2
April 1998GoodGoodGoodGood700081.2
May 1990GoodGoodGoodGood700098.5