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TOWER ROAD OFF RAM over SECOND CREEK TRIB

Map 

Coordinates:
+39.83103, -104.77436
39°49'52" N, 104°46'28" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:TOWER ROAD OFF RAM over SECOND CREEK TRIB
Structure number:D-25-FC-033
Location:SW OF PENA BLVD/TOWER ROA
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:27.2 ft. [8.3 m]
Total length:27.2 ft. [8.3 m]
Deck width edge-to-edge:56.4 ft. [17.2 m]
Skew angle:59°
Owner:City or Municipal Highway Agency [04]
Year built:1999
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:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: November 2014 

Status:Open, no restriction [A]
Average daily traffic:5,684 [as of 2013]
Truck traffic:1% of total traffic
Structural appraisal:Better than present minimum criteria [7]
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]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:89.8 tons [81.6 metric tons]
Inventory rating:71.9 tons [65.4 metric tons]
Sufficiency rating:96.2

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201496.2Not deficient---5684
November 201299.2Not deficient---5684
November 201099.3Not deficient---5085
October 200899.3Not deficient---5085
November 200699.6Not deficient---2831
October 200499.6Not deficient---2831
September 200299.6Not deficient---2831