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MARKET ST over CHERRY CREEK

Map 

Coordinates:
+39.74789, -105.00115
39°44'52" N, 105°00'04" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:MARKET ST over CHERRY CREEK
Structure number:D-01-CC-040A
Location:MARKET ST AT SPEER BLVD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:39.0 ft. [11.9 m]
Total length:84.3 ft. [25.7 m]
Roadway width between curbs:47.9 ft. [14.6 m]
Deck width edge-to-edge:69.9 ft. [21.3 m]
Skew angle:
Owner:City or Municipal Highway Agency [04]
Year built:1985
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 continuous [6]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2014 

Status:Open, no restriction [A]
Average daily traffic:13,524 [as of 2013]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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:89.8 tons [81.6 metric tons]
Inventory rating:80.2 tons [72.9 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:76.4
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$568,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201476.4Functionally obsoleteGoodGoodGood13524
October 201276.4Functionally obsoleteGoodGoodGood13524
October 201075.3Functionally obsoleteGoodGoodGood22359
November 200875.3Functionally obsoleteGoodGoodGood22359
October 200676.9Functionally obsoleteGoodGoodGood17199
July 200476.9Functionally obsoleteGoodGoodGood17199
October 200276.9Functionally obsoleteGoodGoodGood17199
August 200072.9Functionally obsoleteGoodGoodGood42072
December 199972.9Functionally obsoleteGoodGoodGood42072
December 199872.9Functionally obsoleteGoodGoodGood42072
July 199676.5Functionally obsoleteGoodVery GoodGood12725
November 199476.8Functionally obsoleteGoodVery GoodGood12725
December 199274.8Not deficientGoodVery GoodGood12725
September 199075.1Not deficientGoodVery GoodVery Good9777