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S.H. 66 BUS. over CAPTAIN CREEK

Map

Coordinates:
+35.69307, -97.07164
35°41'35" N, 97°04'18" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:S.H. 66 BUS. over CAPTAIN CREEK
Structure number:038000000000000
Old structure number:4124 0157 X (from 1992 edition)
Location:1.5 MI NE JCT SH 66
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:100.1 ft. [30.5 m]
Total length:227.0 ft. [69.2 m]
Roadway width between curbs:22.0 ft. [6.7 m]
Deck width edge-to-edge:24.9 ft. [7.6 m]
Skew angle:39°
Owner:State Highway Agency [01]
Year built:1932
Year reconstructed:2008
Historic significance:Bridge is on the National Register of Historic Places [1]
Design load:M 13.5 / H 15 [2]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: March 2018

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:580 [as of 2016]
Truck traffic:15% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present minimum criteria [6]
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]
Sufficiency rating:30.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$2,167,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2018PoorSatisfactoryPoorPoor58030.3
March 2016PoorGoodPoorPoor58030.3
January 2014PoorGoodPoorFair58030.3
April 2012FairSatisfactoryFairFair58056.4
September 2011FairSatisfactoryFairFair65056.4
October 2010PoorVery GoodPoorSatisfactory64047.3
November 2009FairExcellentFairSatisfactory67062.1
March 2008FairExcellentFairSatisfactory68063.1
October 2006PoorPoorFairSatisfactory69044.3
June 2005PoorPoorFairSatisfactory93044.2
October 2003PoorCriticalFairSatisfactory93042.2
January 2002PoorCriticalFairFair78048.8
August 2000PoorCriticalSatisfactoryFair94047.7
March 2000PoorCriticalSatisfactoryFair94047.7
March 1996PoorPoorVery GoodFair80052.5
January 1994PoorPoorPoorFair80042.3
March 1992PoorPoorPoorFair90042.2