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PASEO ROAD over SHOOKS RUN

Map 

Coordinates:
+38.86228, -104.80903
38°51'44" N, 104°48'33" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:PASEO ROAD over SHOOKS RUN
Structure number:CSG-H.19-10.57
Location:S OF JEFFERSON STREET
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:9.8 ft. [3.0 m]
Total length:20.7 ft. [6.3 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:49.9 ft. [15.2 m]
Skew angle:
Owner:City or Municipal Highway Agency [04]
Year built:1960
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2014 

Status:Posted for load [P]
Average daily traffic:5,091 [as of 2013]
Truck traffic:6% of total traffic
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present minimum criteria [6]
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]
Culvert condition:Large spalls, heavy scaling, wide cracks, considerable efflorescence or opened construction joint permitting loss of backfill. Considerable settlement or misalignment. Considerable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection throughout, extensive corrosion or deep pitting. [4]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:29.9 tons [27.2 metric tons]
Inventory rating:25.0 tons [22.7 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:58.3

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201458.3Structurally deficient---5091
March 201259.4Structurally deficient---4874
March 201086.7Not deficient---4874
March 200884.4Not deficient---6766
May 200684.4Not deficient---6766
May 200484.4Not deficient---6766
April 200283.8Not deficient---6738
June 200084.1Not deficient---6738
October 199984.1Not deficient---6738
October 199884.1Not deficient---6738
November 199683.2Not deficient---6066
July 199484.3Not deficient---6066
October 199284.3Not deficient---6066
August 199075.4Not deficient---4984