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LARIMER STREET over CHERRY CREEK

Map 

Coordinates:
+39.74700, -105.00028
39°44'49" N, 105°00'01" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LARIMER STREET over CHERRY CREEK
Structure number:D-01-CC-050
Location:LARIMER ST AT SPEER BLVD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:47.9 ft. [14.6 m]
Total length:102.0 ft. [31.1 m]
Roadway width between curbs:45.9 ft. [14.0 m]
Deck width edge-to-edge:62.0 ft. [18.9 m]
Skew angle:13°
Owner:City or Municipal Highway Agency [04]
Year built:1958
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2014 

Status:Open, no restriction [A]
Average daily traffic:6,035 [as of 2013]
Truck traffic:10% of total traffic
Deck condition:Fair [5 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:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
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:37.8 tons [34.4 metric tons]
Inventory rating:22.8 tons [20.7 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:51.8
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$712,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201451.8Functionally obsoleteFairFairSatisfactory6035
October 201251.8Functionally obsoleteFairFairSatisfactory6035
October 201062.0Functionally obsoleteFairSatisfactoryGood6230
November 200863.3Functionally obsoleteSatisfactorySatisfactoryGood4792
October 200663.3Functionally obsoleteSatisfactoryGoodGood4792
July 200463.3Functionally obsoleteSatisfactoryGoodGood4792
November 200262.0Functionally obsoleteSatisfactoryGoodGood4792