SH 35 ML over SAND CREEK

Map

Coordinates:
+39.78101, -104.90243
39°46'52" N, 104°54'09" W

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

Name:	SH 35 ML over SAND CREEK
Structure number:	E-17-HD
Location:	ON QUEBEC, 0.1 MI N I70
Purpose:	Carries highway over waterway
Route classification:	Principal Arterial - Other Freeways or Expressways (Urban) `[12]`
Length of largest span:	55.1 ft. `[16.8 m]`
Total length:	331.4 ft. `[101.0 m]`
Roadway width between curbs:	98.1 ft. `[29.9 m]`
Deck width edge-to-edge:	101.1 ft. `[30.8 m]`
Skew angle:	30°
Owner:	State Highway Agency `[01]`
Year built:	1962
Year reconstructed:	1978
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18 / HS 20 `[5]`
Number of main spans:	6
Main spans material:	Concrete `[1]`
Main spans design:	Tee beam `[04]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Good/Fair/Poor Condition:	Poor
Status:	Open, no restriction `[A]`
Average daily traffic:	58,000 `[as of 2011]`
Truck traffic:	10% of total traffic
Deck condition:	Fair `[5 out of 9]`
Superstructure condition:	Fair `[5 out of 9]`
Substructure condition:	Poor `[4 out of 9]`
Structural appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Deck geometry appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
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 assessed or calculated scour condition. `[5]`
Sufficiency rating:	50.3
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$7,959,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
June 2017	Poor	Fair	Fair	Poor	58000	50.3
March 2016	Poor	Fair	Fair	Poor	58000	50.3
March 2014	Poor	Fair	Fair	Poor	58000	50.1
March 2012	Poor	Satisfactory	Fair	Poor	56800	53.1
April 2010	Poor	Satisfactory	Fair	Poor	56800	53.1
March 2008	Poor	Satisfactory	Fair	Poor	56800	53.1
April 2006	Poor	Satisfactory	Fair	Poor	41100	53.1
June 2005	Poor	Satisfactory	Satisfactory	Poor	42934	52.1
March 2004	Fair	Satisfactory	Satisfactory	Fair	42934	67.1
February 2002	Fair	Satisfactory	Satisfactory	Fair	43823	66.9
February 2000	Fair	Satisfactory	Satisfactory	Fair	35460	69.4
February 1999	Fair	Satisfactory	Satisfactory	Fair	35460	69.4
January 1998	Fair	Satisfactory	Satisfactory	Fair	70000	64.9
February 1996	Fair	Satisfactory	Satisfactory	Fair	70000	64.9
March 1994	Fair	Satisfactory	Satisfactory	Satisfactory	64000	76.9
May 1992	Fair	Satisfactory	Satisfactory	Satisfactory	64000	77.8
March 1990	Fair	Satisfactory	Fair	Satisfactory	37200	66.8

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Reinforced Concrete Girder/Beam	linear ft.	3,976	3,735	171	50	20
Deck
Reinforced Concrete Top Flange	sq. ft.	33,465	15,396	5,688	12,381	0
Wearing Surfaces	sq. ft.	32,470	0	32,070	400	0
Substructure
Reinforced Concrete Column	each	30	28	0	2	0
Reinforced Concrete Abutment	linear ft.	234	232	2	0	0
Reinforced Concrete Pier Cap	linear ft.	575	352	82	102	39
Joints
Strip Seal Joint	linear ft.	351	255	96	0	0
Compression Joint	linear ft.	234	219	15	0	0
Bearings
Elastomeric Bearing	each	60	60	0	0	0
Movable Bearing	each	36	0	16	0	20
Steel Protective Coating	sq. ft.	36	0	0	36	0
Fixed Bearing	each	30	16	13	0	1
Steel Protective Coating	sq. ft.	30	0	0	30	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	663	663	0	0	0
Steel Protective Coating	sq. ft.	663	663	0	0	0