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MARKET ST over CHERRY CREEK

Map

Coordinates:
+39.74789, -105.00115
39°44'52" N, 105°00'04" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
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 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:15,198 [as of 2016]
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]
Sufficiency rating:76.2
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$568,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201676.2GoodGoodGoodGoodFO15198
October 201476.4GoodGoodGoodGoodFO13524
October 201276.4GoodGoodGoodGoodFO13524
October 201075.3GoodGoodGoodGoodFO22359
November 200875.3GoodGoodGoodGoodFO22359
October 200676.9GoodGoodGoodGoodFO17199
July 200476.9GoodGoodGoodGoodFO17199
October 200276.9GoodGoodGoodGoodFO17199
August 200072.9GoodGoodGoodGoodFO42072
December 199972.9GoodGoodGoodGoodFO42072
December 199872.9GoodGoodGoodGoodFO42072
July 199676.5GoodGoodVery GoodGoodFO12725
November 199476.8GoodGoodVery GoodGoodFO12725
December 199274.8GoodGoodVery GoodGood-12725
September 199075.1GoodGoodVery GoodVery Good-9777

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Substructure
Reinforced Concrete Pier Walllinear ft.4544100
Reinforced Concrete Abutmentlinear ft.141139200
Reinforced Concrete Pier Caplinear ft.6360300
Bridge Rail
Other Material Bridge Raillinear ft.169169000
Deck
Reinforced Concrete Slabsq. ft.5,9015,54735400
Wearing Surfacessq. ft.5,9015,901000