Share:

LINCOLN STREET over IRISH BUFFALO CREEK

Map

Coordinates:
+35.38984, -80.58115
35°23'23" N, 80°34'52" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:LINCOLN STREET over IRISH BUFFALO CREEK
Structure number:000000000250320
Location:0.4MI.N.JCT.WILSHIRE AVE
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:39.0 ft. [11.9 m]
Total length:120.1 ft. [36.6 m]
Roadway width between curbs:22.3 ft. [6.8 m]
Deck width edge-to-edge:27.9 ft. [8.5 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:1971
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:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Corrugated Steel [6]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2016

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:1,900 [as of 2012]
Truck traffic:7% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
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:36.0 tons [32.7 metric tons]
Inventory rating:21.0 tons [19.1 metric tons]
Sufficiency rating:60.9
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201660.9FairSatisfactoryGoodSatisfactoryFO1900
April 201460.9FairSatisfactoryGoodSatisfactoryFO1900
April 201270.4FairGoodGoodSatisfactory-2300
April 201065.7FairGoodSatisfactorySatisfactory-2300
April 200865.7FairGoodSatisfactorySatisfactory-2300
February 200674.4FairVery GoodSatisfactorySatisfactory-700
June 200472.7FairVery GoodSatisfactorySatisfactory-700
April 200272.7FairSatisfactorySatisfactorySatisfactory-700
April 200072.7FairSatisfactorySatisfactorySatisfactory-700
April 199888.4FairSatisfactorySatisfactorySatisfactory-700
May 199081.9FairGoodSatisfactorySatisfactory-700