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CENTENNIAL BLVD over SOUTH DOUGLAS CREEK

Map 

Coordinates:
+38.89047, -104.84919
38°53'26" N, 104°50'57" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CENTENNIAL BLVD over SOUTH DOUGLAS CREEK
Structure number:CSG-F.10-12.59
Location:.45 MI S-GARDEN GODS RD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:14.4 ft. [4.4 m]
Total length:31.8 ft. [9.7 m]
Deck width edge-to-edge:151.6 ft. [46.2 m]
Skew angle:46°
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:14,264 [as of 2013]
Truck traffic:5% of total traffic
Structural 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: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:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
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:83.4

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201483.4Not deficient---14264
March 201283.5Not deficient---13588
March 201083.5Not deficient---13588
March 200883.5Not deficient---13588
April 200683.5Not deficient---13588
May 200483.5Not deficient---13588
April 200282.4Not deficient---8990
May 200082.4Not deficient---8990
October 199982.4Not deficient---8990
October 199882.4Not deficient---8990
October 199682.5Not deficient---5089
June 199482.6Not deficient---5089
September 199282.6Not deficient---5089
June 199098.6Not deficient---1693