SH 64 ML over SPRING CREEK

Map

Coordinates:
+40.15705, -108.68331
40°09'25" N, 108°40'60" W

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

Name:	SH 64 ML over SPRING CREEK
Structure number:	D-02-A
Location:	9 MI E OF RANGELY
Purpose:	Carries highway over waterway
Route classification:	Minor Arterial (Rural) `[06]`
Length of largest span:	38.4 ft. `[11.7 m]`
Total length:	105.6 ft. `[32.2 m]`
Roadway width between curbs:	24.0 ft. `[7.3 m]`
Deck width edge-to-edge:	27.9 ft. `[8.5 m]`
Owner:	State Highway Agency `[01]`
Year built:	1949
Historic significance:	Bridge is possibly eligible for the National Register of Historic Places `[3]`
Design load:	MS 18 / HS 20 `[5]`
Number of main spans:	3
Main spans material:	Steel `[3]`
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:	1,100 `[as of 2011]`
Truck traffic:	17% of total traffic
Deck condition:	Fair `[5 out of 9]`
Superstructure condition:	Fair `[5 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Deck geometry appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Water adequacy appraisal:	Better than present minimum criteria `[7]`
Roadway alignment appraisal:	Equal to present minimum criteria `[6]`
Channel protection:	Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. `[7]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	38.4

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
May 2018	Fair	Fair	Fair	Satisfactory	1100	38.4
April 2016	Fair	Fair	Fair	Satisfactory	1100	38.4
April 2014	Fair	Fair	Fair	Satisfactory	1100	38.4
May 2012	Fair	Fair	Fair	Satisfactory	1200	38.4
May 2010	Fair	Fair	Fair	Satisfactory	1200	38.4
May 2008	Fair	Fair	Fair	Satisfactory	1200	38.4
June 2006	Fair	Fair	Satisfactory	Good	1600	48.4
May 2004	Fair	Fair	Satisfactory	Good	1489	53.0
April 2002	Fair	Fair	Satisfactory	Good	518	76.3
May 2000	Fair	Fair	Satisfactory	Good	504	69.0
May 1998	Fair	Fair	Satisfactory	Good	504	69.0
March 1996	Fair	Fair	Satisfactory	Good	800	58.6
June 1994	Fair	Fair	Satisfactory	Good	800	64.9
June 1991	Fair	Fair	Satisfactory	Satisfactory	580	70.4

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

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Steel Girder/Beam	linear ft.	515	0	418	97	0
Steel Protective Coating	sq. ft.	515	0	0	0	515
Deck
Reinforced Concrete Deck	sq. ft.	2,957	2,857	100	0	0
Wearing Surfaces	sq. ft.	2,957	2,957	0	0	0
Substructure
Steel Column	each	10	0	9	1	0
Steel Protective Coating	sq. ft.	10	0	0	0	10
Reinforced Concrete Abutment	linear ft.	56	56	0	0	0
Reinforced Concrete Pier Cap	linear ft.	55	48	5	2	0
Joints
Open Joint	linear ft.	56	56	0	0	0
Bearings
Movable Bearing	each	15	0	8	7	0
Steel Protective Coating	sq. ft.	15	0	0	0	15
Fixed Bearing	each	15	9	6	0	0
Steel Protective Coating	sq. ft.	15	15	0	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	212	212	0	0	0
Steel Protective Coating	sq. ft.	212	212	0	0	0