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MARK DABLING BLVD over SOUTH DOUGLAS CREEK

Map 

Coordinates:
+38.88935, -104.82643
38°53'22" N, 104°49'35" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:MARK DABLING BLVD over SOUTH DOUGLAS CREEK
Structure number:CSG-G.18-12.00
Location:0.5 MI N OF FILLMORE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:15.7 ft. [4.8 m]
Total length:42.0 ft. [12.8 m]
Roadway width between curbs:69.6 ft. [21.2 m]
Deck width edge-to-edge:71.5 ft. [21.8 m]
Skew angle:27°
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:55.7 tons [50.6 metric tons]
Inventory rating:33.4 tons [30.4 metric tons]
Sufficiency rating:98.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201498.9Not deficient---1566
March 201298.9Not deficient---1554
March 201098.9Not deficient---1554
April 200898.8Not deficient---2584
May 200698.8Not deficient---2584
May 200485.8Not deficient---2584
April 200296.9Not deficient---1768
May 200085.5Not deficient---1768
October 199996.6Not deficient---1768
October 199896.6Not deficient---1768
November 199686.3Not deficient---860
July 199486.8Not deficient---860
September 199296.8Not deficient---860
July 199096.9Not deficient---647