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CENTENNIAL BLVD over SOUTH DOUGLAS CREEK

Map

Coordinates:
+38.89047, -104.84919
38°53'26" N, 104°50'57" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
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: February 2016

Good/Fair/Poor Condition:Fair
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]
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. RatingConditionCulvert ConditionSD/FOADT
February 201683.4Fair6 out of 10-14264
March 201483.4Fair6 out of 10-14264
March 201283.5Fair6 out of 10-13588
March 201083.5Fair6 out of 10-13588
March 200883.5Fair6 out of 10-13588
April 200683.5Good7 out of 10-13588
May 200483.5Good7 out of 10-13588
April 200282.4Fair6 out of 10-8990
May 200082.4Good7 out of 10-8990
October 199982.4Good7 out of 10-8990
October 199882.4Good7 out of 10-8990
October 199682.5Fair6 out of 10-5089
June 199482.6Fair6 out of 10-5089
September 199282.6Fair6 out of 10-5089
June 199098.6Fair6 out of 10-1693