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BALSAM STREET over COTTONWOOD CREEK TRIB

Map 

Coordinates:
+38.92399, -104.73358
38°55'26" N, 104°44'01" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:BALSAM STREET over COTTONWOOD CREEK TRIB
Structure number:CSG-L.20-14.87
Location:JUST WEST OF CORINTH DR.
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:13.1 ft. [4.0 m]
Total length:41.0 ft. [12.5 m]
Deck width edge-to-edge:92.2 ft. [28.1 m]
Skew angle:23°
Owner:City or Municipal Highway Agency [04]
Year built:1998
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: May 2014 

Status:Open, no restriction [A]
Average daily traffic:2,388 [as of 2013]
Truck traffic:2% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Pier/abutment protection:Navigation protection not required [1]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:84.3 tons [76.6 metric tons]
Inventory rating:50.5 tons [45.9 metric tons]
Sufficiency rating:99.8
Recommended work:Other structural work, including hydraulic replacements. [38]

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201499.8Not deficient---2388
May 201299.7Not deficient---3133
May 201099.7Not deficient---3133
March 200899.8Not deficient---2183
April 200696.8Not deficient---2183
May 200496.8Not deficient---2183
April 200296.7Not deficient---1876
May 200096.7Not deficient---1876
October 199996.7Not deficient---1876
October 199896.7Not deficient---1876