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COUNTY ROAD 3 over ANDY CREEK

Map

Coordinates:
+38.32933, -104.39785
38°19'46" N, 104°23'52" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:COUNTY ROAD 3 over ANDY CREEK
Structure number:PUCO 5.92-801A
Location:7.7 MI NE OF SH 50
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:120.7 ft. [36.8 m]
Total length:321.9 ft. [98.1 m]
Roadway width between curbs:38.1 ft. [11.6 m]
Deck width edge-to-edge:40.4 ft. [12.3 m]
Skew angle:50°
Owner:County Highway Agency [02]
Year built:1975
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 continuous [4]
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:Fair
Status:Open, no restriction [A]
Average daily traffic:1,829 [as of 2014]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Better than present minimum criteria [7]
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 condition. [5]
Operating rating:85.1 tons [77.4 metric tons]
Inventory rating:51.0 tons [46.4 metric tons]
Sufficiency rating:79.4

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201479.4FairSatisfactoryGoodGood-1829
November 201281.7FairSatisfactoryGoodGood-1522
November 201081.7FairSatisfactoryGoodSatisfactory-1522
November 200891.6FairSatisfactoryGoodSatisfactory-321
November 200691.6FairSatisfactoryGoodSatisfactory-321
September 200491.6FairSatisfactoryGoodSatisfactory-321
January 200391.6FairSatisfactoryGoodSatisfactory-321
March 200091.9FairSatisfactoryGoodSatisfactory-329
March 199991.9FairSatisfactoryGoodSatisfactory-329
March 199891.9FairSatisfactoryGoodSatisfactory-329
September 199693.9FairSatisfactoryGoodSatisfactory-116
June 199494.1FairSatisfactoryGoodSatisfactory-116
April 199294.1FairSatisfactoryGoodSatisfactory-116
November 199094.0FairSatisfactoryGoodGood-140

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.1,6101,49012000
Steel Protective Coatingsq. ft.1,6101,610000
Deck
Reinforced Concrete Decksq. ft.13,04110,8242,21700
Substructure
Reinforced Concrete Pier Walllinear ft.126118800
Reinforced Concrete Abutmentlinear ft.126126000
Reinforced Concrete Pier Caplinear ft.126118800
Joints
Open Jointlinear ft.126126000
Other Jointlinear ft.162153900
Bearings
Movable Bearingeach159501
Steel Protective Coatingsq. ft.1515000
Fixed Bearingeach55000
Steel Protective Coatingsq. ft.55000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.644644000
Steel Protective Coatingsq. ft.644644000