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I 70 ML EBND over DAHLIA STREET

Map 

Coordinates:
+39.78002, -104.93166
39°46'48" N, 104°55'54" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:I 70 ML EBND over DAHLIA STREET
Structure number:E-17-HZ
Location:DENVER
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:65.6 ft. [20.0 m]
Total length:130.6 ft. [39.8 m]
Roadway width between curbs:47.9 ft. [14.6 m]
Deck width edge-to-edge:51.8 ft. [15.8 m]
Vertical clearance below bridge:16.1 ft. [4.9 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1964
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: August 2015 

Status:Open, no restriction [A]
Average daily traffic:57,500 [as of 2011]
Truck traffic:9% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:52.6 tons [47.8 metric tons]
Inventory rating:31.6 tons [28.7 metric tons]
Sufficiency rating:89.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201589.8Not deficientSatisfactoryGoodSatisfactory57500
August 201389.2Not deficientSatisfactoryGoodGood57500
August 201188.9Not deficientSatisfactoryGoodGood63500
September 200988.9Not deficientSatisfactoryGoodGood63500
September 200788.9Not deficientSatisfactoryGoodGood63750
November 200589.2Not deficientSatisfactoryGoodGood57253
October 200389.6Not deficientSatisfactoryGoodGood49379
July 200186.9Not deficientSatisfactoryGoodGood49379
August 199987.0Not deficientSatisfactoryGoodGood48426
October 199788.4Not deficientSatisfactoryGoodGood44100
November 199588.3Not deficientSatisfactoryGoodGood44100
August 199390.7Not deficientGoodVery GoodVery Good38700
July 199190.9Not deficientGoodVery GoodVery Good36000