U.S. 64 over CEDAR CREEK


+36.30411, -96.46404
36°18'15" N, 96°27'51" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:U.S. 64 over CEDAR CREEK
Structure number:155740000000000
Location:US 64; 0.1 MI S JCT SH 99
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:66.9 ft. [20.4 m]
Total length:336.0 ft. [102.4 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:30.8 ft. [9.4 m]
Owner:State Highway Agency [01]
Year built:1962
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:5
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:7,800 [as of 2016]
Truck traffic:16% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Fair [5 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:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:50.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$4,500,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017PoorPoorFairFair780050.8
October 2015PoorPoorFairFair780050.8
July 2013FairFairFairFair780052.8
August 2011FairFairFairFair800052.8
August 2009PoorPoorFairPoor710038.0
June 2007PoorPoorSatisfactoryGood800045.4
June 2005PoorPoorSatisfactoryFair740035.4
October 2002PoorPoorSatisfactoryFair613035.4
July 2000PoorPoorSatisfactoryFair613035.4
July 1999PoorPoorSatisfactorySatisfactory613050.7
August 1997PoorPoorSatisfactorySatisfactory543050.7
July 1995FairFairSatisfactorySatisfactory600059.9
March 1993FairFairSatisfactorySatisfactory600059.9
February 1993FairFairFairFair550049.9