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I 70 ML WBND over RAMP TO I 70 WBND,DRAW

Map 

Coordinates:
+39.56167, -107.25523
39°33'42" N, 107°15'19" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:I 70 ML WBND over RAMP TO I 70 WBND,DRAW
Structure number:F-07-AR
Location:GRIZZLY CK INTERCHANGE
Purpose:Carries highway over highway and waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:155.8 ft. [47.5 m]
Total length:347.1 ft. [105.8 m]
Roadway width between curbs:35.4 ft. [10.8 m]
Deck width edge-to-edge:37.4 ft. [11.4 m]
Vertical clearance below bridge:17.1 ft. [5.2 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1986
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:Prestressed concrete continuous [6]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2014 

Status:Open, no restriction [A]
Average daily traffic:8,000 [as of 2005]
Truck traffic:15% 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:Better than present minimum criteria [7]
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 foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:68.5 tons [62.3 metric tons]
Inventory rating:41.1 tons [37.4 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:93.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201493.6Functionally obsoleteGoodGoodGood8000
June 201293.6Functionally obsoleteGoodGoodGood8000
June 201093.6Functionally obsoleteGoodGoodGood8000
June 200893.6Functionally obsoleteGoodGoodGood8000
June 200693.6Functionally obsoleteGoodGoodGood8000
June 200493.6Functionally obsoleteGoodGoodGood7380
June 200291.7Functionally obsoleteGoodGoodGood6245
June 200095.4Not deficientGoodGoodGood6078
July 199895.4Not deficientGoodGoodGood6078
April 199695.6Not deficientGoodGoodGood4550
July 199495.6Not deficientGoodGoodGood4600
April 199295.6Not deficientGoodGoodGood4600
May 199095.7Not deficientGoodSatisfactoryGood3850