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US 6 ML over PARACHUTE CREEK SR

Map 

Coordinates:
+39.44922, -108.05417
39°26'57" N, 108°03'15" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:US 6 ML over PARACHUTE CREEK SR
Structure number:G-04-R
Location:1/2 M W OF PARACHUTE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:59.1 ft. [18.0 m]
Total length:62.3 ft. [19.0 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:43.0 ft. [13.1 m]
Owner:State Highway Agency [01]
Year built:1934
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: March 2014 

Status:Open, no restriction [A]
Average daily traffic:2,600 [as of 2011]
Truck traffic:10% of total traffic
Deck condition:Poor [4 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: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 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:39.9 tons [36.3 metric tons]
Inventory rating:24.0 tons [21.8 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:60.8
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$144,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201460.8Structurally deficientPoorFairSatisfactory2600
March 201258.8Structurally deficientPoorFairSatisfactory2600
March 201068.8Structurally deficientPoorSatisfactorySatisfactory2600
March 200870.9Not deficientFairSatisfactorySatisfactory2600
February 200669.2Functionally obsoleteFairSatisfactorySatisfactory13822
February 200484.1Not deficientFairSatisfactorySatisfactory116
February 200283.8Not deficientFairSatisfactorySatisfactory116
February 200083.8Not deficientFairSatisfactorySatisfactory104
January 199884.8Not deficientSatisfactorySatisfactoryGood350
January 199684.8Not deficientSatisfactorySatisfactoryGood350
March 199468.7Not deficientSatisfactoryGoodSatisfactory4575
January 199168.9Not deficientSatisfactoryGoodSatisfactory3000