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SPRINGNITE DRIVE over MAIN STREAM

Map 

Coordinates:
+38.78583, -104.75186
38°47'09" N, 104°45'07" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SPRINGNITE DRIVE over MAIN STREAM
Structure number:CSG-K.47-05.33
Location:N OF DRENNAN/E ACADEMY
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:12.1 ft. [3.7 m]
Total length:24.9 ft. [7.6 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:46.9 ft. [14.3 m]
Owner:City or Municipal Highway Agency [04]
Year built:1982
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:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2014 

Status:Open, no restriction [A]
Average daily traffic:1,325 [as of 2013]
Truck traffic:2% of total traffic
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Pier/abutment protection:Navigation protection not required [1]
Culvert condition:Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. [5]
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:85.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201485.9Not deficient---1325
May 201096.9Not deficient---1554
April 200696.8Not deficient---1820
April 200296.9Not deficient---1590
June 200096.9Not deficient---1590
October 199996.9Not deficient---1590
October 199896.9Not deficient---1590
October 199696.9Not deficient---1084
July 199496.9Not deficient---1084
October 199296.9Not deficient---1084
July 199096.9Not deficient---929