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U.S. 77 over HICKORY CREEK

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

Map

Coordinates:
+34.03774, -97.14345
34°02'16" N, 97°08'36" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:U.S. 77 over HICKORY CREEK
Structure number:019370000000000
Old structure number:4304 0702 X (from 1992 edition)
Location:6.9 MI N JCT W SH 32
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:96.1 ft. [29.3 m]
Total length:296.9 ft. [90.5 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:30.8 ft. [9.4 m]
Owner:State Highway Agency [01]
Year built:1927
Year reconstructed:1955
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 18 / H 20 [4]
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: August 2009

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:2,600 [as of 2008]
Truck traffic:15% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:59.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$2,449,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2009PoorPoorFairFair260059.5
November 1999PoorSeriousFairSatisfactory160050.8
November 1991PoorSeriousFairFair160058.2