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US136 over COTTONWOOD CREEK

Map

Coordinates:
+40.10382, -99.07037
40°06'14" N, 99°04'13" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US136 over COTTONWOOD CREEK
Structure number:S136 04548
Location:6W FRANKLIN
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:40.0 ft. [12.2 m]
Total length:101.1 ft. [30.8 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:28.2 ft. [8.6 m]
Owner:State Highway Agency [01]
Year built:1951
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:705 [as of 2016]
Truck traffic:12% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 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 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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:70.9

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2017FairFairFairSatisfactory70570.9
April 2015FairFairFairSatisfactory87063.4
April 2013FairFairFairSatisfactory87063.4
April 2011FairFairFairSatisfactory67075.1
May 2009FairFairFairSatisfactory60075.2
May 2007FairFairFairSatisfactory64071.5
May 2005FairFairFairGood78564.7
December 2003FairFairFairGood84064.6
April 2001FairFairFairGood76064.7
December 1999FairFairFairGood85564.6
November 1997FairFairFairGood78565.7
December 1995FairFairFairGood83563.7
November 1993FairFairFairGood69570.0
December 1991FairFairFairGood88563.6

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Timber Abutmentlinear ft.6262000
Steel Pileeach3021711
Reinforced Concrete Pier Caplinear ft.117115200
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.202202000
Deck
Reinforced Concrete Slabsq. ft.2,8432,70321380
Wearing Surfacessq. ft.2,4192,3863300