Share:

US70 over MICOL CREEK

Map 

Coordinates:
+35.74075, -81.54752
35°44'27" N, 81°32'51" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:US70 over MICOL CREEK
Structure number:000000000230107
Location:.05 MI.W.JCT.SR1589
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:21.0 ft. [6.4 m]
Total length:66.9 ft. [20.4 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:36.4 ft. [11.1 m]
Owner:State Highway Agency [01]
Year built:1925
Year reconstructed:1954
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 9 / H 10 [1]
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: August 2015 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:6,500 [as of 2012]
Truck traffic:8% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Good [7 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 replacement [2]
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:33.9 tons [30.8 metric tons]
Inventory rating:26.0 tons [23.6 metric tons]
Sufficiency rating:54.1

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201554.1FairFairFairGoodFO6500
August 201354.1FairFairFairGoodFO6500
August 201164.3FairFairGoodGoodFO7350
August 200962.5FairFairSatisfactoryGoodFO11000
August 200764.4FairFairSatisfactoryGoodFO6600
January 200662.8FairFairSatisfactorySatisfactoryFO7000
September 200362.2FairFairSatisfactorySatisfactoryFO8200
January 200262.8FairFairSatisfactorySatisfactoryFO6800
December 199962.8FairFairSatisfactorySatisfactoryFO6800
February 199266.1FairSatisfactorySatisfactoryGoodFO6400