US 60 over Queen Creek

Map

Coordinates:
+33.29820, -111.08950
33°17'54" N, 111°05'22" W

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

Name:	US 60 over Queen Creek
Structure number:	00406
Location:	0.5 mi E Jct SR 177
Purpose:	Carries highway over waterway
Route classification:	Principal Arterial - Other (Rural) `[02]`
Length of largest span:	380.9 ft. `[116.1 m]`
Total length:	577.1 ft. `[175.9 m]`
Roadway width between curbs:	29.9 ft. `[9.1 m]`
Deck width edge-to-edge:	34.1 ft. `[10.4 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]`
Main span material:	Steel `[3]`
Main span design:	Arch - Deck `[11]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Good/Fair/Poor Condition:	Poor
Status:	Open, no restriction `[A]`
Average daily traffic:	7,925 `[as of 2017]`
Truck traffic:	10% of total traffic
Deck condition:	Poor `[4 out of 9]`
Superstructure condition:	Poor `[4 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:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Channel protection:	Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. `[8]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	36.3

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
September 2018	Poor	Poor	Poor	Poor	7925	36.3
September 2016	Poor	Poor	Serious	Poor	7612	19.3
September 2014	Poor	Poor	Poor	Poor	7335	36.2
September 2012	Poor	Poor	Poor	Poor	11000	36.2
October 2010	Poor	Poor	Poor	Poor	8467	36.2
January 2010	Poor	Fair	Fair	Poor	8467	38.2
December 2007	Poor	Fair	Fair	Poor	6800	39.0
June 2006	Poor	Fair	Satisfactory	Poor	6500	39.0
August 2004	Fair	Satisfactory	Satisfactory	Satisfactory	6249	66.9
October 2001	Fair	Satisfactory	Satisfactory	Satisfactory	6795	66.9
March 2000	Fair	Satisfactory	Good	Satisfactory	7044	67.9
November 1997	Fair	Satisfactory	Good	Satisfactory	6938	67.9
February 1996	Fair	Satisfactory	Good	Satisfactory	5780	67.9
March 1993	Fair	Satisfactory	Good	Satisfactory	5100	67.9
March 1992	Good	Good	Good	Good	5100	67.9
May 1991	Good	Good	Very Good	Very Good	6000	67.9

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.	751	0	641	110	0
Steel Protective Coating	sq. ft.	6,819	6,819	0	0	0
Steel Stringer	linear ft.	1,483	0	1,342	141	0
Steel Protective Coating	sq. ft.	9,091	0	9,091	0	0
Deck
Reinforced Concrete Deck	sq. ft.	19,618	2,308	16,910	400	0
Wearing Surfaces	sq. ft.	17,310	0	16,910	400	0
Superstructure
Steel Arch	linear ft.	699	0	510	150	39
Steel Protective Coating	sq. ft.	15,448	0	11,271	0	4,177
Steel Floor Beam	linear ft.	420	0	396	20	4
Steel Protective Coating	sq. ft.	3,788	0	3,788	0	0
Steel Pin or Pin & Hangar Assembly	each	4	0	4	0	0
Substructure
Steel Column	each	24	8	0	16	0
Steel Protective Coating	sq. ft.	6,896	0	6,896	0	0
Reinforced Concrete Column	each	8	0	4	4	0
Reinforced Concrete Abutment	linear ft.	72	0	42	30	0
Reinforced Concrete Pier Cap	linear ft.	157	0	120	37	0
Joints
Compression Joint	linear ft.	180	105	15	0	60
Bearings
Movable Bearing	each	12	0	10	2	0
Fixed Bearing	each	20	0	20	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	1,154	1,016	38	100	0