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WATER STREET over CAMP CREEK

Map 

Coordinates:
+38.86678, -104.86837
38°52'00" N, 104°52'06" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:WATER STREET over CAMP CREEK
Structure number:CSG-D.97-10.95
Location:AT 31ST STREET
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:11.2 ft. [3.4 m]
Total length:24.3 ft. [7.4 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:58.4 ft. [17.8 m]
Skew angle:31°
Owner:City or Municipal Highway Agency [04]
Year built:1955
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Steel [3]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: March 2014 

Status:Open, no restriction [A]
Average daily traffic:2,019 [as of 2013]
Truck traffic:4% of total traffic
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry 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 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]
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 assessed or calculated scour condition. [5]
Operating rating:39.9 tons [36.3 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:71.7

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201471.7Structurally deficient---2019
March 201271.7Structurally deficient---2355
March 201071.7Structurally deficient---2355
March 200887.7Not deficient---2810
April 200687.7Not deficient---2810
May 200469.6Structurally deficient---2810
April 200296.9Not deficient---3236
May 200085.7Not deficient---3236
October 199985.7Not deficient---3236
October 199885.7Not deficient---3236
October 199696.8Not deficient---2289
July 199496.8Not deficient---2289
October 199296.8Not deficient---2289
August 199096.8Not deficient---2912