RAMP TO PARK AVE over I 25 ML, RAMPS R

Map

Coordinates:
+39.76557, -104.99536
39°45'56" N, 104°59'43" W

Source: National Bridge Inventory. Information not verified; use at your own risk.

Name:	RAMP TO PARK AVE over I 25 ML, RAMPS R
Structure number:	E-16-ON
Location:	IN DENVER
Purpose:	Carries highway over highway
Route classification:	Principal Arterial - Interstate (Urban) `[11]`
Length of largest span:	225.1 ft. `[68.6 m]`
Total length:	1624.4 ft. `[495.1 m]`
Roadway width between curbs:	44.0 ft. `[13.4 m]`
Deck width edge-to-edge:	46.9 ft. `[14.3 m]`
Vertical clearance below bridge:	19.7 ft. `[6.0 m]`
Skew angle:	99°
Owner:	State Highway Agency `[01]`
Year built:	1998
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:	10
Main spans material:	Prestressed concrete continuous `[6]`
Main spans design:	Box Beam or girders - Single or Spread `[06]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Other `[9]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	20,834 `[as of 2013]`
Truck traffic:	9% of total traffic
Deck condition:	Good `[7 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:	Superior to present desirable criteria `[9]`
Underclearances appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	95.0

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
June 2018	Fair	Good	Good	Satisfactory	20834	95.0
June 2016	Fair	Good	Very Good	Satisfactory	20834	95.0
June 2014	Fair	Good	Very Good	Satisfactory	20834	99.0
June 2012	Fair	Good	Very Good	Satisfactory	10200	99.5
June 2010	Fair	Good	Very Good	Satisfactory	10200	99.5
July 2008	Fair	Good	Very Good	Satisfactory	10200	99.5
July 2006	Good	Good	Very Good	Very Good	24150	98.9
August 2004	Good	Good	Very Good	Very Good	24150	98.9
January 2001	Good	Very Good	Very Good	Very Good	23000	97.8
February 2000	Good	Good	Very Good	Very Good	23000	97.8
July 1998	Good	Very Good	Very Good	Very Good	23000	97.8

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girder	linear ft.	3,244	3,004	240	0	0
Deck
Reinforced Concrete Deck	sq. ft.	76,352	76,157	195	0	0
Wearing Surfaces	sq. ft.	76,352	76,352	0	0	0
Substructure
Reinforced Concrete Pier Wall	linear ft.	141	141	0	0	0
Reinforced Concrete Abutment	linear ft.	94	78	3	13	0
Prestressed Concrete Pier Cap	linear ft.	219	219	0	0	0
Reinforced Concrete Pier Cap	linear ft.	72	72	0	0	0
Joints
Strip Seal Joint	linear ft.	176	176	0	0	0
Pourable Joint	linear ft.	88	88	0	0	0
Bearings
Elastomeric Bearing	each	8	8	0	0	0
Bridge Rail
Other Material Bridge Rail	linear ft.	3,250	3,240	10	0	0