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MARK DABLING BLVD over DOUGLAS CREEK

Map 

Coordinates:
+38.88929, -104.82644
38°53'21" N, 104°49'35" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:MARK DABLING BLVD over DOUGLAS CREEK
Structure number:CSG-G.36-12.48
Location:0.5 MI S GARDEN OF GOD RD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:14.1 ft. [4.3 m]
Total length:37.7 ft. [11.5 m]
Roadway width between curbs:62.7 ft. [19.1 m]
Deck width edge-to-edge:71.9 ft. [21.9 m]
Owner:City or Municipal Highway Agency [04]
Year built:1984
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: March 2014 

Status:Open, no restriction [A]
Average daily traffic:1,566 [as of 2013]
Truck traffic:2% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
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: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:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Operating rating:89.8 tons [81.6 metric tons]
Inventory rating:62.5 tons [56.8 metric tons]
Sufficiency rating:99.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201499.9Not deficient---1566
March 201299.8Not deficient---1662
March 201099.8Not deficient---1662
April 200899.8Not deficient---2655
May 200699.8Not deficient---2655
May 200485.7Not deficient---2655
April 200296.9Not deficient---1956
May 200085.5Not deficient---1956
October 199996.5Not deficient---1956
October 199896.5Not deficient---1956
November 199686.3Not deficient---845
July 199486.8Not deficient---845
September 199296.8Not deficient---845
June 199096.9Not deficient---413