Share:

COLORADO AVENUE over MONUMENT CREEK

Map

Coordinates:
+38.83274, -104.83204
38°49'58" N, 104°49'55" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:COLORADO AVENUE over MONUMENT CREEK
Structure number:CSG-F.99-08.57A
Location:JUST E OF I-25
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:111.9 ft. [34.1 m]
Total length:330.7 ft. [100.8 m]
Roadway width between curbs:65.6 ft. [20.0 m]
Deck width edge-to-edge:95.5 ft. [29.1 m]
Skew angle:39°
Owner:City or Municipal Highway Agency [04]
Year built:1998
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:3
Main spans material:Prestressed concrete continuous [6]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Epoxy Overlay [5]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:16,450 [as of 2013]
Truck traffic:4% of total traffic
Deck condition:Satisfactory [6 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:Better than present minimum criteria [7]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:81.1 tons [73.7 metric tons]
Inventory rating:34.8 tons [31.6 metric tons]
Sufficiency rating:96.2

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201696.2FairSatisfactoryGoodGood-16450
April 201496.2FairSatisfactoryGoodGood-16450
April 201296.3FairSatisfactoryGoodGood-15266
April 201096.3FairSatisfactoryGoodGood-15266
March 200896.1FairSatisfactoryGoodGood-17576
May 200696.1FairSatisfactoryGoodGood-17576
May 200496.1FairSatisfactoryGoodGood-17576
May 200296.6FairSatisfactoryGoodGood-16582
June 200095.6GoodGoodGoodGood-16582
October 199995.6GoodGoodExcellentExcellent-16582
October 199895.6GoodGoodExcellentExcellent-16582