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PEACH ORCHARD RD over INDIAN CR

Map

Coordinates:
+36.70265, -94.37705
36°42'10" N, 94°22'37" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PEACH ORCHARD RD over INDIAN CR
Structure number:17758
Old structure number:16200011 060 (from 1992 edition)
Location:S 22 T 23 N R 32 W
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:56.8 ft. [17.3 m]
Total length:145.0 ft. [44.2 m]
Roadway width between curbs:20.0 ft. [6.1 m]
Deck width edge-to-edge:20.7 ft. [6.3 m]
Owner:County Highway Agency [02]
Year built:1996
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Steel [3]
Main spans 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: February 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:50 [as of 2016]
Truck traffic:10% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:95.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2018GoodVery GoodGoodVery Good5095.0
February 2016GoodVery GoodGoodVery Good5096.0
January 2014GoodVery GoodGoodVery Good5096.0
January 2012GoodVery GoodGoodVery Good5096.0
March 2010GoodVery GoodGoodVery Good5095.9
November 2008GoodVery GoodGoodVery Good8097.9
January 2006GoodVery GoodVery GoodVery Good6098.0
January 2004GoodExcellentVery GoodExcellent6099.0
February 2002GoodExcellentVery GoodExcellent6099.0
June 2000GoodExcellentVery GoodExcellent6099.0
December 1997GoodExcellentVery GoodExcellent6099.0