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SPRINGMEADOW DR over RESERVOIR SPILLWAY

Map

Coordinates:
+38.79347, -104.82811
38°47'36" N, 104°49'41" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SPRINGMEADOW DR over RESERVOIR SPILLWAY
Structure number:CSG-G.34-05.83
Location:0.2 MI S OF LAKE AVE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:47.6 ft. [14.5 m]
Total length:53.5 ft. [16.3 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:46.6 ft. [14.2 m]
Owner:City or Municipal Highway Agency [04]
Year built:1975
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Prestressed concrete [5]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,674 [as of 2013]
Truck traffic:2% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry 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]
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:97.8

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201697.8FairSatisfactorySatisfactorySatisfactory-2674
May 201497.8FairSatisfactorySatisfactorySatisfactory-2674
May 201296.8FairSatisfactorySatisfactorySatisfactory-2265
May 201096.8FairSatisfactorySatisfactorySatisfactory-2265
March 200896.7FairSatisfactorySatisfactorySatisfactory-3642
April 200695.7FairFairSatisfactorySatisfactory-3642
April 200298.8FairSatisfactoryVery GoodGood-3642
June 200096.7FairSatisfactoryVery GoodGood-3642
October 199997.7FairSatisfactoryVery GoodGood-3642
October 199897.7FairSatisfactoryVery GoodGood-3642
October 199698.8FairSatisfactoryVery GoodGood-2042
July 199498.8FairSatisfactoryVery GoodGood-2042
October 199296.8FairSatisfactoryVery GoodGood-2042
August 199096.8FairSatisfactoryVery GoodGood-2865