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N2828 over WASHITA RIVER

This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.

Map

Coordinates:
+35.08444, -97.95694
35°05'04" N, 97°57'25" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:N2828 over WASHITA RIVER
Structure number:034480000000000
Location:1.8 N .2 W OF 16 ST.
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:122.1 ft. [37.2 m]
Total length:425.2 ft. [129.6 m]
Roadway width between curbs:20.0 ft. [6.1 m]
Deck width edge-to-edge:21.0 ft. [6.4 m]
Vertical clearance above deck:15.7 ft. [4.8 m]
Owner:County Highway Agency [02]
Year built:1931
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:2
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: February 2010

Good/Fair/Poor Condition:Poor
Status:Bridge closed to all traffic [K]
Average daily traffic:100 [as of 2008]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Fair [5 out of 9]
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 being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Scour calculation/evaluation has not been made. [6]
Sufficiency rating:34.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,074,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2010PoorGoodPoorFair10034.9
December 1998FairGoodSatisfactoryGood10052.4