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SINTON ROAD over S.DOUGLAS CREEK

Map 

Coordinates:
+38.89326, -104.83127
38°53'36" N, 104°49'53" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SINTON ROAD over S.DOUGLAS CREEK
Structure number:CSG-F.84-12.00A
Location:1.3 MI N OF FILLMORE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:30.8 ft. [9.4 m]
Total length:32.8 ft. [10.0 m]
Roadway width between curbs:44.3 ft. [13.5 m]
Deck width edge-to-edge:60.7 ft. [18.5 m]
Skew angle:21°
Owner:City or Municipal Highway Agency [04]
Year built:1989
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete [1]
Main span design:Frame [07]
Deck type:Other [9]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2014 

Status:Open, no restriction [A]
Average daily traffic:3,029 [as of 2013]
Truck traffic:4% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:42.2 tons [38.4 metric tons]
Inventory rating:25.3 tons [23.0 metric tons]
Sufficiency rating:71.2

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201471.2Not deficientFairFairGood3029
March 201271.3Not deficientFairFairVery Good2429
March 201083.3Not deficientSatisfactorySatisfactoryVery Good2429
March 200883.4Not deficientSatisfactorySatisfactoryVery Good1844
May 200683.4Not deficientGoodGoodVery Good1844
May 200483.4Not deficientGoodGoodVery Good1844
April 200283.0Not deficientGoodVery GoodVery Good3621
May 200090.4Not deficientGoodGoodVery Good3621
October 199990.4Not deficientGoodGoodVery Good3621
October 199890.4Not deficientGoodGoodVery Good3621
November 199696.5Not deficientGoodVery GoodVery Good3274
July 199496.5Not deficientGoodVery GoodVery Good3274
September 199297.5Not deficientVery GoodVery GoodVery Good3274
June 199097.6Not deficientVery GoodVery GoodVery Good2575