Share:

US 40 RAMP over I25 ML,US40 ML,PLTE RVR

Map 

Coordinates:
+39.74139, -105.01861
39°44'29" N, 105°01'07" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:US 40 RAMP over I25 ML,US40 ML,PLTE RVR
Structure number:F-16-NW
Location:RAMP OVER I25 TO WB COLFA
Purpose:Carries highway and pedestrian walkway over highway, waterway, and railroad
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:170.9 ft. [52.1 m]
Total length:1525.0 ft. [464.8 m]
Roadway width between curbs:21.0 ft. [6.4 m]
Deck width edge-to-edge:32.5 ft. [9.9 m]
Vertical clearance below bridge:17.7 ft. [5.4 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1987
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:13
Main spans material:Prestressed concrete continuous [6]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2014 

Status:Open, no restriction [A]
Average daily traffic:1,800 [as of 2005]
Truck traffic:14% 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:Basically intolerable requiring high priority of replacement [2]
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 replacement [2]
Water adequacy appraisal:Superior to present desirable criteria [9]
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:30.7 tons [27.9 metric tons]
Inventory rating:13.9 tons [12.6 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:59.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$5,318,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201459.9Structurally deficientGoodGoodGood1800
May 201259.9Structurally deficientGoodGoodGood1800
July 201059.9Structurally deficientGoodGoodGood1800
July 200859.9Structurally deficientGoodGoodGood1800
20070.0Not deficient---206300
August 200463.9Functionally obsoleteGoodGoodGood1931
June 199993.7Functionally obsoleteVery GoodVery GoodGood8500
September 199893.7Functionally obsoleteVery GoodVery GoodGood8500
September 199490.7Not deficientVery GoodVery GoodGood14500
July 199292.7Not deficientVery GoodExcellentSatisfactory14500
June 199092.4Not deficientVery GoodExcellentSatisfactory16300