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3510C over WASHITA RIVER

Johnston County, Oklahoma

Map

Coordinates:
+34.23033, -96.90955
34°13'49" N, 96°54'34" W
View more info at Bridgehunter.com

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:3510C over WASHITA RIVER
Structure number:128510000000000
Old structure number:35E1920N3420004 (from 1992 edition)
Location:3. N 1.6 W MANNSVILLE
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:180.1 ft. [54.9 m]
Total length:565.0 ft. [172.2 m]
Roadway width between curbs:14.8 ft. [4.5 m]
Deck width edge-to-edge:16.1 ft. [4.9 m]
Vertical clearance above deck:12.1 ft. [3.7 m]
Owner:County Highway Agency [02]
Year built:1952
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Number of main spans:3
Main spans material:Steel [3]
Main spans design:Truss - Thru [10]
Deck type:Wood or Timber [8]
Wearing surface:Bituminous [6]

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:125 [as of 2016]
Truck traffic:15% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
Channel protection:Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$684,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017PoorPoorPoorPoor1250.0
August 2015PoorPoorPoorPoor1250.0
August 2013PoorFairFairPoor1250.0
September 2011PoorFairFairPoor1250.0
November 2009FairFairFairFair12523.2
November 2007FairFairFairFair12523.2
August 2005FairFairFairSatisfactory10026.0
October 2003FairFairFairSatisfactory10023.7
November 2002PoorFairPoorFair1000.0
March 2000FairFairFairFair10023.7
February 1998FairFairFairFair10020.8
February 1996FairSatisfactoryFairFair10022.1
February 1994FairFairFairSatisfactory10041.7
February 1992FairFairFairFair10040.7