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U.S. 70 SB over YASHAU CREEK

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

Map

Coordinates:
+33.98706, -94.74348
33°59'13" N, 94°44'37" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:U.S. 70 SB over YASHAU CREEK
Structure number:050340000000000
Old structure number:4504 0908WX (from 1992 edition)
Location:9.1 MI E-N JCT US259
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:100.1 ft. [30.5 m]
Total length:253.9 ft. [77.4 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:25.9 ft. [7.9 m]
Owner:State Highway Agency [01]
Year built:1936
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 13.5 / H 15 [2]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2012

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:6,000 [as of 2011]
Truck traffic:25% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
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:40.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$2,281,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2012PoorFairPoorFair600040.5
June 2011PoorFairPoorSatisfactory605040.5
May 2010PoorFairPoorSatisfactory600040.5
March 2009PoorPoorFairSatisfactory580049.5
November 2007PoorSeriousFairSatisfactory570047.5
April 2006PoorSeriousSatisfactoryGood565057.5
May 2004PoorSeriousSatisfactoryGood570057.5
April 2003PoorSeriousSatisfactoryGood650047.5
March 2002PoorSeriousSatisfactoryGood275039.5
November 1999GoodGoodVery GoodGood275045.5
October 1997GoodGoodVery GoodGood538045.5
August 1995FairSatisfactoryExcellentGood475053.0
March 1993FairFairFairFair475049.5
March 1991FairFairFairSatisfactory475049.5