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LOGAN ST over CHERRY CREEK

Map 

Coordinates:
+39.72286, -104.98253
39°43'22" N, 104°58'57" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LOGAN ST over CHERRY CREEK
Structure number:D-01-CC-220A
Location:LOGAN AT SPEER BLVD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:108.3 ft. [33.0 m]
Total length:115.2 ft. [35.1 m]
Roadway width between curbs:51.8 ft. [15.8 m]
Deck width edge-to-edge:69.9 ft. [21.3 m]
Skew angle:24°
Owner:City or Municipal Highway Agency [04]
Year built:1985
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:8,908 [as of 2016]
Truck traffic:6% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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 minimum criteria [6]
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:49.3 tons [44.8 metric tons]
Inventory rating:29.6 tons [26.9 metric tons]
Sufficiency rating:74.7

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201674.7GoodGoodGoodVery Good-8908
October 201474.9GoodGoodGoodVery Good-7438
October 201274.9GoodGoodGoodVery Good-7438
October 201074.8GoodGoodGoodVery Good-7700
October 200874.8GoodGoodGoodVery Good-7649
September 200674.8GoodVery GoodGoodVery Good-7649
July 200474.8GoodVery GoodGoodVery Good-7649
November 200274.1GoodVery GoodGoodVery Good-7649
September 200072.7GoodVery GoodGoodVery Good-16707
December 199972.7GoodGoodVery GoodVery Good-16707
December 199872.7GoodGoodVery GoodVery Good-16707
July 199673.6GoodGoodGoodGood-9996
November 199479.1GoodGoodGoodGood-9996
December 199279.1GoodGoodVery GoodGood-9996
October 199079.2GoodGoodVery GoodVery Good-8508