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E BOYD ST over BISHOP CREEK

Map

Coordinates:
+35.21104, -97.43056
35°12'40" N, 97°25'50" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:E BOYD ST over BISHOP CREEK
Structure number:123300000000000
Location:500' E OKLAHOMA AVE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Rural) [09]
Length of largest span:35.1 ft. [10.7 m]
Total length:35.1 ft. [10.7 m]
Roadway width between curbs:49.9 ft. [15.2 m]
Deck width edge-to-edge:62.0 ft. [18.9 m]
Owner:City or Municipal Highway Agency [04]
Year built:1950
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Main span material:Prestressed concrete [5]
Main span design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2017

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:5,850 [as of 2016]
Truck traffic:10% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:58.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$419,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017PoorFairGoodPoor585058.3
October 2015PoorSatisfactoryGoodPoor585059.3
October 2013PoorSatisfactoryGoodPoor585059.3
October 2011PoorGoodGoodPoor585070.6
November 2009GoodGoodGoodGood100098.0
October 2007GoodGoodVery GoodGood100098.0
November 2005GoodGoodVery GoodGood100089.5
November 2003GoodGoodVery GoodGood100089.5
February 2002GoodGoodVery GoodGood100089.2
July 1999GoodGoodExcellentGood100087.6
July 1997GoodGoodExcellentGood100087.6
April 1995GoodGoodVery GoodGood100094.8
June 1993GoodGoodVery GoodVery Good100084.3
June 1991GoodGoodGoodGood100084.3