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TENNYSON STREET over LAKEWOOD GULCH

Map 

Coordinates:
+39.73000, -105.04389
39°43'48" N, 105°02'38" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:TENNYSON STREET over LAKEWOOD GULCH
Structure number:D-16-LG-030A
Location:0.3 MI SOUTH OF 9TH ST
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:51.2 ft. [15.6 m]
Total length:56.8 ft. [17.3 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:51.2 ft. [15.6 m]
Skew angle:10°
Owner:City or Municipal Highway Agency [04]
Year built:2005
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Main span material:Concrete [1]
Main span design:Frame [07]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: January 2015 

Status:Open, no restriction [A]
Average daily traffic:1,392 [as of 2013]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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]
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:89.8 tons [81.6 metric tons]
Inventory rating:64.6 tons [58.7 metric tons]
Sufficiency rating:98.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201598.9Not deficientGoodGoodGood1392
January 201397.9Not deficientGoodGoodGood1392
January 201197.9Not deficientGoodGoodVery Good1251
September 200897.9Not deficientGoodGoodVery Good1251
November 200699.0Not deficientGoodGoodVery Good200