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UINTAH STREET over SHOOKS RUN

Map 

Coordinates:
+38.85017, -104.80877
38°51'01" N, 104°48'32" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:UINTAH STREET over SHOOKS RUN
Structure number:CSG-H.20-09.77
Location:JUST W OF ARCADIA ST
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:23.0 ft. [7.0 m]
Total length:23.0 ft. [7.0 m]
Deck width edge-to-edge:115.2 ft. [35.1 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:1915
Historic significance:Historical significance is not determinable at this time [4]
Main span material:Concrete [1]
Main span design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: April 2014 

Status:Open, no restriction [A]
Average daily traffic:10,539 [as of 2013]
Truck traffic:5% of total traffic
Structural 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 protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Pier/abutment protection:Navigation protection not required [1]
Culvert condition:Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:39.9 tons [36.3 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:87.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201487.9Not deficient---10539
April 201286.9Not deficient---19094
April 201086.9Not deficient---19094
February 200887.2Not deficient---16996
May 200687.2Not deficient---16996
May 200467.7Structurally deficient---16996
May 200285.1Not deficient---16797
June 200068.7Not deficient---16797
October 199968.7Not deficient---16797
October 199868.7Not deficient---16797
November 199669.8Not deficient---8572
July 199470.1Not deficient---8572
October 199285.3Not deficient---8572
August 199097.0Not deficient---500