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CR 342/CedarwoodRD over GREENHORN CREEK

Map

Coordinates:
+37.95310, -104.77375
37°57'11" N, 104°46'26" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR 342/CedarwoodRD over GREENHORN CREEK
Structure number:PUCO 0.16-305AR
Location:JUST S OF ABBY ROAD
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:81.0 ft. [24.7 m]
Total length:168.0 ft. [51.2 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:30.5 ft. [9.3 m]
Skew angle:30°
Owner:County Highway Agency [02]
Year built:1987
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Prestressed concrete continuous [6]
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: November 2014

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:185 [as of 2014]
Truck traffic:2% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:65.3 tons [59.4 metric tons]
Inventory rating:30.1 tons [27.4 metric tons]
Sufficiency rating:96.2

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201496.2GoodGoodGoodGood-185
November 201296.2GoodGoodGoodGood-173
November 201096.1GoodGoodVery GoodGood-173
November 200895.3GoodGoodVery GoodGood-55
November 200695.3GoodGoodVery GoodGood-55
September 200496.3GoodGoodVery GoodGood-55
January 200396.0GoodGoodVery GoodGood-55
February 200095.8GoodGoodVery GoodGood-59
March 199995.8GoodGoodVery GoodGood-59
March 199895.8GoodGoodVery GoodGood-59
October 199695.8GoodGoodVery GoodGood-60
June 199495.8GoodGoodVery GoodGood-60
May 199295.8GoodGoodVery GoodGood-60
October 199095.8GoodGoodVery GoodVery Good-70

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.672668400
Deck
Reinforced Concrete Decksq. ft.5,12405,12400
Substructure
Reinforced Concrete Pier Walllinear ft.3535000
Reinforced Concrete Abutmentlinear ft.70601000
Reinforced Concrete Pier Caplinear ft.3535000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.336336000
Steel Protective Coatingsq. ft.336336000