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SARDIS LANE over MCALPINE CREEK

Map

Coordinates:
+35.14004, -80.77645
35°08'24" N, 80°46'35" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:SARDIS LANE over MCALPINE CREEK
Structure number:000000001190433
Location:0.4 MI.E.JCT.PROV.RD.
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:14.1 ft. [4.3 m]
Total length:44.9 ft. [13.7 m]
Roadway width between curbs:31.5 ft. [9.6 m]
Deck width edge-to-edge:33.1 ft. [10.1 m]
Owner:City or Municipal Highway Agency [04]
Year built:1965
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:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2016

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:2,700 [as of 2012]
Truck traffic:6% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
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 minimum criteria [6]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
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:1.0 tons [0.9 metric tons]
Inventory rating:1.0 tons [0.9 metric tons]
Sufficiency rating:35.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201635.8PoorFairFairPoorSD2700
May 201435.8PoorFairFairPoorSD2700
May 201230.2PoorFairFairPoorSD3800
May 201082.1FairGoodGoodSatisfactory-3800
August 200882.1FairGoodGoodSatisfactory-3800
March 200668.0FairGoodGoodSatisfactory-3800
July 200268.0FairGoodGoodSatisfactory-3800
July 200068.0FairGoodGoodSatisfactory-3800
March 199868.0FairGoodGoodSatisfactory-3800
June 199059.6FairSatisfactorySatisfactorySatisfactorySD6000