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BLAKE ST over CHERRY CREEK

Map 

Coordinates:
+39.74871, -105.00168
39°44'55" N, 105°00'06" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:BLAKE ST over CHERRY CREEK
Structure number:D-01-CC-030A
Location:BTWN 14 ST & SPEER BLVD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:61.0 ft. [18.6 m]
Total length:128.3 ft. [39.1 m]
Roadway width between curbs:47.9 ft. [14.6 m]
Deck width edge-to-edge:60.0 ft. [18.3 m]
Skew angle:31°
Owner:City or Municipal Highway Agency [04]
Year built:1984
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:2
Main spans material:Prestressed concrete [5]
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:9,815 [as of 2013]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 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: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:51.3 tons [46.6 metric tons]
Inventory rating:39.7 tons [36.1 metric tons]
Sufficiency rating:95.1

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201495.1Not deficientGoodSatisfactoryGood9815
October 201295.1Not deficientGoodSatisfactoryGood9815
October 201094.8Not deficientGoodGoodGood12734
November 200894.8Not deficientGoodGoodGood12734
October 200695.1Not deficientGoodGoodGood9767
July 200495.1Not deficientGoodGoodGood9767
October 200295.1Not deficientGoodGoodGood9767
August 200094.7Not deficientGoodGoodGood14223
December 199994.7Not deficientGoodGoodGood14223
December 199894.7Not deficientGoodGoodGood14223
July 199676.7Functionally obsoleteGoodVery GoodGood10598
November 199477.0Functionally obsoleteGoodVery GoodGood10598
December 199275.0Not deficientGoodVery GoodGood10598
September 199075.0Not deficientGoodVery GoodGood10276