S.H. 99 over CANEY RIVER


+36.96945, -96.19534
36°58'10" N, 96°11'43" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:S.H. 99 over CANEY RIVER
Structure number:046010000000000
Old structure number:5734 1748 X (from 1992 edition)
Location:7.3 MI. N. JCT. SH10
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:210.0 ft. [64.0 m]
Total length:535.1 ft. [163.1 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:26.9 ft. [8.2 m]
Vertical clearance above deck:14.4 ft. [4.4 m]
Owner:State Highway Agency [01]
Year built:1935
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 13.5 / H 15 [2]
Number of main spans:3
Main spans material:Steel [3]
Main spans design:Truss - Thru [10]
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:Posted for load [P]
Average daily traffic:480 [as of 2016]
Truck traffic:16% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Sufficiency rating:13.1
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$3,413,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017PoorPoorPoorFair48013.1
September 2015PoorPoorPoorFair48035.1
August 2013PoorPoorPoorFair48035.1
September 2012PoorPoorPoorFair48035.1
March 2011FairFairFairSatisfactory53051.4
June 2009FairFairSatisfactorySatisfactory49057.0
November 2006FairFairSatisfactorySatisfactory58056.4
June 2005FairFairSatisfactorySatisfactory48050.6
January 2003FairFairSatisfactorySatisfactory59048.7
September 1999FairFairVery GoodFair59042.9
September 1997FairFairVery GoodFair49043.7
August 1995PoorPoorPoorFair55038.5
June 1994PoorPoorPoorFair55038.5
June 1993PoorPoorPoorFair55038.5
March 1991PoorPoorPoorFair40039.0