NWP WB over EB Dillon Road

Map

Coordinates:
+39.95848, -105.09593
39°57'31" N, 105°05'45" W

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

Name:	NWP WB over EB Dillon Road
Structure number:	NWP-06.25B
Location:	6.25 MI FROM I-25
Purpose:	Carries highway over highway
Route classification:	Other Principal Arterial (Urban) `[14]`
Tolls:	Yes, on toll road `[2]`
Length of largest span:	146.3 ft. `[44.6 m]`
Total length:	315.0 ft. `[96.0 m]`
Roadway width between curbs:	38.1 ft. `[11.6 m]`
Deck width edge-to-edge:	41.0 ft. `[12.5 m]`
Vertical clearance below bridge:	16.4 ft. `[5.0 m]`
Skew angle:	58°
Owner:	Local Toll Authority `[32]`
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]`
Number of main spans:	3
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]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	15,000 `[as of 2009]`
Truck traffic:	5% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
Deck geometry appraisal:	Better than present minimum criteria `[7]`
Underclearances appraisal:	Superior to present desirable criteria `[9]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	100.0
Recommended work:	Other structural work, including hydraulic replacements. `[38]`

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
June 2017	Fair	Good	Satisfactory	Satisfactory	15000	100.0
June 2015	Fair	Good	Satisfactory	Satisfactory	15000	100.0
June 2013	Fair	Good	Satisfactory	Satisfactory	15000	100.0

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 Girder/Beam	linear ft.	1,576	1,489	85	2	0
Concrete Protective Coating	sq. ft.	1,576	1,576	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	12,919	12,790	129	0	0
Wearing Surfaces	sq. ft.	11,974	11,974	0	0	0
Substructure
Reinforced Concrete Column	each	12	12	0	0	0
Concrete Protective Coating	sq. ft.	12	12	0	0	0
Reinforced Concrete Abutment	linear ft.	155	143	12	0	0
Concrete Protective Coating	sq. ft.	155	155	0	0	0
Reinforced Concrete Pier Cap	linear ft.	155	155	0	0	0
Concrete Protective Coating	sq. ft.	155	155	0	0	0
Joints
Strip Seal Joint	linear ft.	155	140	15	0	0
Pourable Joint	linear ft.	155	145	10	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	630	630	0	0	0
Steel Protective Coating	sq. ft.	630	610	0	0	20