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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 13.5 / H 15 [2]
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 2014 

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 corrrective action [3]
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]
Evaluation:Structurally deficient [1]
Sufficiency rating:35.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201435.8Structurally deficientFairFairPoor2700
May 201230.2Structurally deficientFairFairPoor3800
May 201082.1Not deficientGoodGoodSatisfactory3800
August 200882.1Not deficientGoodGoodSatisfactory3800
March 200668.0Not deficientGoodGoodSatisfactory3800
July 200268.0Not deficientGoodGoodSatisfactory3800
July 200068.0Not deficientGoodGoodSatisfactory3800
March 199868.0Not deficientGoodGoodSatisfactory3800
June 199059.6Structurally deficientSatisfactorySatisfactorySatisfactory6000