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8TH STREET over BEAR CREEK

Map 

Coordinates:
+38.82256, -104.84051
38°49'21" N, 104°50'26" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:8TH STREET over BEAR CREEK
Structure number:CSG-F.56-07.84
Location:1.3 MI S OF HIGHWAY 24
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:20.3 ft. [6.2 m]
Total length:45.3 ft. [13.8 m]
Deck width edge-to-edge:102.7 ft. [31.3 m]
Skew angle:50°
Owner:City or Municipal Highway Agency [04]
Year built:1970
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Steel [3]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: April 2014 

Status:Open, no restriction [A]
Average daily traffic:17,336 [as of 2013]
Truck traffic:6% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
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]
Pier/abutment protection:Navigation protection not required [1]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
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:82.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201482.0Not deficient---17336
April 201282.2Not deficient---16509
April 201082.2Not deficient---16509
February 200881.3Not deficient---21731
May 200681.3Not deficient---21731
May 200481.3Not deficient---21731
April 200281.8Not deficient---18642
June 200081.8Not deficient---18642
200081.8Not deficient---18642
September 199881.8Not deficient---18642
October 199682.3Not deficient---16059
July 199482.1Not deficient---16059
October 199282.1Not deficient---16059
August 199098.6Not deficient---9157