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COUNTY ROAD 230 over ST. CHARLES RIVER

Map

Coordinates:
+38.03104, -104.94378
38°01'52" N, 104°56'38" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:COUNTY ROAD 230 over ST. CHARLES RIVER
Structure number:PUCO 6.34-210DR
Location:4.0 MI SE OF BEULAH
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:22.0 ft. [6.7 m]
Total length:46.6 ft. [14.2 m]
Roadway width between curbs:21.3 ft. [6.5 m]
Deck width edge-to-edge:24.0 ft. [7.3 m]
Owner:County Highway Agency [02]
Year built:1985
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
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:62 [as of 2014]
Truck traffic:2% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 assessed or calculated scour condition. [5]
Operating rating:39.9 tons [36.3 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:90.9

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201490.9FairSatisfactoryGoodSatisfactory-62
November 201279.7FairSatisfactoryGoodSatisfactory-112
November 201079.7FairSatisfactoryGoodSatisfactory-112
November 200879.5FairSatisfactoryGoodSatisfactory-232
November 200679.5FairSatisfactoryGoodSatisfactory-232
August 200479.5FairGoodGoodSatisfactory-232
January 200379.5FairGoodGoodSatisfactory-232
February 200079.7GoodGoodGoodGood-135
March 199979.7GoodGoodGoodGood-135
March 199879.7GoodGoodGoodGood-135
October 199690.8GoodGoodGoodGood-83
May 199490.8GoodGoodGoodGood-83
July 199290.8GoodGoodGoodGood-83
November 199090.8GoodGoodGoodGood-70

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.2791809900
Steel Protective Coatingsq. ft.2791809900
Deck
Reinforced Concrete Decksq. ft.2,2329261,30600
Substructure
Reinforced Concrete Pier Walllinear ft.2424000
Reinforced Concrete Abutmentlinear ft.4844400
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.93791400
Steel Protective Coatingsq. ft.9393000