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13TH AVE over CHERRY CREEK

Map

Coordinates:
+39.73686, -104.99611
39°44'13" N, 104°59'46" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:13TH AVE over CHERRY CREEK
Structure number:D-01-CC-150
Location:W 13TH AVE AT SPEER BLVD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:44.9 ft. [13.7 m]
Total length:99.7 ft. [30.4 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:50.9 ft. [15.5 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:1928
Year reconstructed:1987
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Number of main spans:2
Main spans material:Concrete continuous [2]
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:Fair
Status:Open, no restriction [A]
Average daily traffic:8,095 [as of 2016]
Truck traffic:6% of total traffic
Deck condition:Satisfactory [6 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: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:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
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:56.4 tons [51.3 metric tons]
Inventory rating:33.9 tons [30.8 metric tons]
Sufficiency rating:76.4
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$578,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201676.4FairSatisfactorySatisfactoryGoodFO8095
October 201476.4FairSatisfactorySatisfactoryGoodFO7582
October 201276.4FairSatisfactorySatisfactoryGoodFO7582
October 201076.3FairSatisfactorySatisfactoryGoodFO8800
October 200876.2FairSatisfactorySatisfactoryGoodFO9259
October 200676.2FairSatisfactorySatisfactoryGoodFO9259
August 200476.2GoodGoodGoodGoodFO9259
October 200275.6GoodGoodGoodGoodFO9259
August 200075.1GoodGoodGoodGoodFO11922
December 199975.1GoodGoodGoodGoodFO11922
December 199875.1GoodGoodGoodGoodFO11922
July 199674.9GoodGoodGoodGoodFO13239
November 199475.2GoodGoodVery GoodGoodFO13239
December 199275.2GoodGoodVery GoodGoodFO13239
September 199075.6GoodGoodVery GoodGoodFO9888

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Substructure
Reinforced Concrete Pier Walllinear ft.5959000
Reinforced Concrete Abutmentlinear ft.118111520
Joints
Other Jointlinear ft.100010000
Bridge Rail
Other Material Bridge Raillinear ft.1991732501
Deck
Reinforced Concrete Slabsq. ft.5,0803,20001,8800
Wearing Surfacessq. ft.5,0805,080000