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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:52.2 ft. [15.9 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 2014 

Status:Open, no restriction [A]
Average daily traffic:7,438 [as of 2013]
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:74.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201474.9Not deficientGoodGoodVery Good7438
October 201274.9Not deficientGoodGoodVery Good7438
October 201074.8Not deficientGoodGoodVery Good7700
October 200874.8Not deficientGoodGoodVery Good7649
September 200674.8Not deficientVery GoodGoodVery Good7649
July 200474.8Not deficientVery GoodGoodVery Good7649
November 200274.1Not deficientVery GoodGoodVery Good7649
September 200072.7Not deficientVery GoodGoodVery Good16707
December 199972.7Not deficientGoodVery GoodVery Good16707
December 199872.7Not deficientGoodVery GoodVery Good16707
July 199673.6Not deficientGoodGoodGood9996
November 199479.1Not deficientGoodGoodGood9996
December 199279.1Not deficientGoodVery GoodGood9996
October 199079.2Not deficientGoodVery GoodVery Good8508