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EB UINTAH ST over MONUMENT CREEK

Map 

Coordinates:
+38.85114, -104.82911
38°51'04" N, 104°49'45" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:EB UINTAH ST over MONUMENT CREEK
Structure number:CSG-G.11-09.84E
Location:.1 MI E OF I-25
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:107.0 ft. [32.6 m]
Total length:222.8 ft. [67.9 m]
Roadway width between curbs:34.1 ft. [10.4 m]
Deck width edge-to-edge:38.1 ft. [11.6 m]
Owner:City or Municipal Highway Agency [04]
Year built:2001
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
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:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:11,905 [as of 2013]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:92.0 tons [83.6 metric tons]
Inventory rating:55.2 tons [50.2 metric tons]
Sufficiency rating:95.9

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201695.9FairSatisfactoryVery GoodGood-11905
April 201495.9FairSatisfactoryVery GoodGood-11905
April 201295.8FairSatisfactoryVery GoodGood-12561
April 201095.8GoodGoodVery GoodGood-12561
February 200896.0GoodGoodVery GoodGood-10342
May 200691.0GoodGoodVery GoodGood-10342
May 200491.0GoodGoodVery GoodGood-10342
April 200291.3GoodGoodVery GoodVery Good-13110
August 200190.7GoodGoodExcellentExcellent-13110