NWP WB over BNSF

Map

Coordinates:
+39.95167, -105.12111
39°57'06" N, 105°07'16" W

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

Name:	NWP WB over BNSF
Structure number:	NWP-07.68B
Location:	7.68 MI FROM I-25
Purpose:	Carries highway over railroad
Route classification:	Minor Arterial (Urban) `[16]`
Tolls:	Yes, on toll road `[2]`
Length of largest span:	80.4 ft. `[24.5 m]`
Total length:	222.5 ft. `[67.8 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:	23.0 ft. `[7.0 m]`
Skew angle:	21°
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 Precast Panels `[2]`
Wearing surface:	Bituminous `[6]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	5,000 `[as of 2009]`
Truck traffic:	10% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Good `[7 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:	99.8
Recommended work:	Other structural work, including hydraulic replacements. `[38]`

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
May 2017	Fair	Good	Satisfactory	Good	5000	99.8
May 2015	Fair	Good	Satisfactory	Good	5000	99.8
May 2013	Good	Good	Good	Good	5000	99.8
May 2011	Good	Good	Very Good	Good	5000	99.8
May 2009	Good	Good	Very Good	Good	5000	99.8
July 2006	Good	Good	Very Good	Good	1000	99.4

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.	1,113	708	405	0	0
Concrete Protective Coating	sq. ft.	1,113	1,113	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	9,145	9,034	111	0	0
Wearing Surfaces	sq. ft.	8,477	8,477	0	0	0
Substructure
Reinforced Concrete Column	each	6	5	1	0	0
Concrete Protective Coating	sq. ft.	6	6	0	0	0
Reinforced Concrete Abutment	linear ft.	88	81	7	0	0
Concrete Protective Coating	sq. ft.	88	88	0	0	0
Reinforced Concrete Pier Cap	linear ft.	88	87	0	1	0
Concrete Protective Coating	sq. ft.	88	88	0	0	0
Joints
Pourable Joint	linear ft.	176	88	0	88	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	705	705	0	0	0
Steel Protective Coating	sq. ft.	445	0	445	0	0