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US158 over COLE CREEK

Map

Coordinates:
+36.44068, -76.77635
36°26'26" N, 76°46'35" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US158 over COLE CREEK
Structure number:000000000730008
Old structure number:000000000073008 (from 1992 edition)
Location:0.6 MI. E. JCT. SR1220
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:44.9 ft. [13.7 m]
Total length:136.2 ft. [41.5 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:36.7 ft. [11.2 m]
Owner:State Highway Agency [01]
Year built:1967
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:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: January 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,400 [as of 2013]
Truck traffic:14% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:83.3

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2018FairFairSatisfactoryFair240083.3
January 2016FairSatisfactorySatisfactoryFair240084.0
January 2014FairSatisfactorySatisfactoryFair230084.0
January 2012FairFairGoodFair210083.1
January 2010FairSatisfactorySatisfactorySatisfactory270095.0
January 2008FairSatisfactorySatisfactorySatisfactory240095.1
February 2006FairSatisfactorySatisfactorySatisfactory230095.1
September 2003FairSatisfactorySatisfactorySatisfactory260095.0
March 2002FairSatisfactorySatisfactorySatisfactory230095.1
March 2000FairSatisfactorySatisfactorySatisfactory220093.2
March 1998FairSatisfactorySatisfactorySatisfactory220093.2
March 1996FairSatisfactorySatisfactorySatisfactory210093.2
June 1994FairSatisfactorySatisfactoryGood190094.3
April 1992GoodGoodGoodGood190094.3
March 1990FairSatisfactorySatisfactorySatisfactory190094.3

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.68064624100
Deck
Reinforced Concrete Decksq. ft.4,9594,957200
Wearing Surfacessq. ft.4,6423,5531359540
Substructure
Reinforced Concrete Abutmentlinear ft.74641000
Prestressed Concrete Pileeach3231010
Reinforced Concrete Pier Caplinear ft.146895250
Joints
Pourable Jointlinear ft.7460680
Bearings
Movable Bearingeach3049170
Steel Protective Coatingsq. ft.60340026
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.27416311010