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CENTENNIAL BLVD over DOUGLAS CREEK

Map 

Coordinates:
+38.92552, -104.86351
38°55'32" N, 104°51'49" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CENTENNIAL BLVD over DOUGLAS CREEK
Structure number:CSG-E.26-15.06
Location:.2 MI S OF FLYING W RANCH
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:13.5 ft. [4.1 m]
Total length:27.9 ft. [8.5 m]
Roadway width between curbs:66.6 ft. [20.3 m]
Deck width edge-to-edge:98.8 ft. [30.1 m]
Skew angle:26°
Owner:City or Municipal Highway Agency [04]
Year built:1984
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
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:10,431 [as of 2013]
Truck traffic:6% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present desirable criteria [8]
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:39.9 tons [36.3 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:99.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201499.0Not deficient---10431
March 201099.1Not deficient---10146
April 200698.8Not deficient---12723
April 200296.5Not deficient---10181
May 200097.6Not deficient---10181
200097.6Not deficient---10181
September 199897.6Not deficient---10181
October 199695.2Not deficient---7543
June 199495.3Not deficient---7543
September 199295.3Not deficient---7543
June 199096.3Not deficient---3303