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E1350 over CREEK

Map

Coordinates:
+35.05830, -96.95338
35°03'30" N, 96°57'12" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:E1350 over CREEK
Structure number:243740000000000
Location:1 S & 1.9 W OF PEARSON
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:37.1 ft. [11.3 m]
Total length:38.7 ft. [11.8 m]
Roadway width between curbs:21.7 ft. [6.6 m]
Deck width edge-to-edge:22.0 ft. [6.7 m]
Owner:County Highway Agency [02]
Year built:1995
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: January 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:50 [as of 2016]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present minimum criteria [6]
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:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:85.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$307,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2017FairGoodSatisfactoryFair5085.0
February 2015FairGoodSatisfactoryFair5085.0
February 2013FairGoodSatisfactoryFair5085.0
April 2011FairGoodSatisfactoryFair5085.0
May 2009FairGoodSatisfactoryFair5085.0
May 2007FairGoodGoodSatisfactory5096.0
March 2005FairGoodSatisfactorySatisfactory5096.0
January 2003PoorGoodSatisfactorySerious5052.0
September 2000PoorGoodFairCritical5040.0
August 1998FairGoodSatisfactoryFair5085.0
October 1996FairGoodFairFair5085.0