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WEWATTA ST over 20TH STREET

Map 

Coordinates:
+39.75675, -104.99761
39°45'24" N, 104°59'51" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:WEWATTA ST over 20TH STREET
Structure number:D-04-BOST-045
Location:JUST SOUTH OF PARK AVE. W
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Local (Urban) [19]
Length of largest span:87.9 ft. [26.8 m]
Total length:99.7 ft. [30.4 m]
Roadway width between curbs:57.7 ft. [17.6 m]
Deck width edge-to-edge:86.0 ft. [26.2 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:16°
Owner:City or Municipal Highway Agency [04]
Year built:2002
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:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2014 

Status:Open, no restriction [A]
Average daily traffic:3,704 [as of 2013]
Truck traffic:4% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge not over waterway. [N]
Operating rating:82.3 tons [74.8 metric tons]
Inventory rating:49.4 tons [44.9 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:87.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201487.6Functionally obsoleteVery GoodVery GoodGood3704
November 201287.6Functionally obsoleteVery GoodVery GoodGood3704
November 201087.5Not deficientVery GoodVery GoodGood5139
November 200887.5Not deficientVery GoodVery GoodGood5139
October 200688.0Not deficientVery GoodVery GoodGood122
August 200489.0Not deficientVery GoodVery GoodVery Good122
November 200288.0Not deficientExcellentExcellentExcellent122