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S.H. 51 EB over VERDIGRIS RIVER

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

Map

Coordinates:
+35.95179, -95.50828
35°57'06" N, 95°30'30" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:S.H. 51 EB over VERDIGRIS RIVER
Structure number:135340000000000
Old structure number:7314 0883 X (from 1992 edition)
Location:9.2 MI E JCT SH-72
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:210.0 ft. [64.0 m]
Total length:788.1 ft. [240.2 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:28.9 ft. [8.8 m]
Vertical clearance above deck:15.7 ft. [4.8 m]
Vertical clearance below bridge:51.8 ft. [15.8 m]
Owner:State Highway Agency [01]
Year built:1955
Year reconstructed:1970
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:6
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 2009

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:4,200 [as of 2008]
Truck traffic:16% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Pier/abutment protection:In place and functioning [2]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:61.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$9,734,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2009FairFairFairSatisfactory420061.0
September 1994PoorPoorSatisfactoryFair387043.9
August 1989FairFairSatisfactorySatisfactory680056.1