Share:

SH 114 ML over COCHETOPA CREEK

Map

Coordinates:
+38.37299, -106.77022
38°22'23" N, 106°46'13" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 114 ML over COCHETOPA CREEK
Structure number:K-09-B
Location:11.9 MI SE OF JCT US 50
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:40.0 ft. [12.2 m]
Total length:45.3 ft. [13.8 m]
Roadway width between curbs:24.9 ft. [7.6 m]
Deck width edge-to-edge:28.5 ft. [8.7 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1941
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:M 13.5 / H 15 [2]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2017

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:440 [as of 2011]
Truck traffic:13% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Satisfactory [6 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:Meets minimum tolerable limits to be left in place as is [4]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:64.8

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2017PoorPoorSatisfactorySatisfactory44064.8
November 2015PoorPoorSatisfactorySatisfactory44074.8
November 2013PoorPoorSatisfactorySatisfactory44074.8
December 2011PoorPoorSatisfactorySatisfactory40075.9
November 2009PoorPoorSatisfactorySatisfactory40075.9
October 2007PoorPoorSatisfactorySatisfactory44074.8
November 2005PoorPoorSatisfactorySatisfactory46574.7
November 2003PoorPoorSatisfactorySatisfactory37875.9
October 2001PoorPoorSatisfactorySatisfactory37875.6
November 1999PoorPoorSatisfactorySatisfactory39075.6
October 1997PoorPoorSatisfactorySatisfactory40075.6
November 1995PoorPoorSatisfactorySatisfactory40075.6
November 1993PoorPoorSatisfactoryFair41060.5
October 1992PoorPoorSatisfactoryFair41060.5
October 1990PoorPoorSatisfactoryFair37061.6

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.2100175350
Steel Protective Coatingsq. ft.210000210
Deck
Reinforced Concrete Decksq. ft.1,291001,2910
Wearing Surfacessq. ft.1,13391322000
Substructure
Reinforced Concrete Abutmentlinear ft.804025150
Bearings
Movable Bearingeach50500
Steel Protective Coatingsq. ft.50005
Fixed Bearingeach50500
Steel Protective Coatingsq. ft.50005
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.90800100