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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 2014 

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]
Pier/abutment protection:Navigation protection not required [1]
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. ratingEvaluationDeckSuper.Sub.ADT
April 201495.9Not deficientSatisfactoryVery GoodGood11905
April 201295.8Not deficientSatisfactoryVery GoodGood12561
April 201095.8Not deficientGoodVery GoodGood12561
February 200896.0Not deficientGoodVery GoodGood10342
May 200691.0Not deficientGoodVery GoodGood10342
May 200491.0Not deficientGoodVery GoodGood10342
April 200291.3Not deficientGoodVery GoodVery Good13110
August 200190.7Not deficientGoodExcellentExcellent13110