NM-359 over Rio Grande

Map

Coordinates:
+32.26369, -106.82506
32°15'49" N, 106°49'30" W

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

Name:	NM-359 over Rio Grande
Structure number:	000000000006255
Location:	1.9 Mi W of NM-28/NM-359
Purpose:	Carries highway over waterway
Route classification:	Collector (Urban) `[17]`
Length of largest span:	69.9 ft. `[21.3 m]`
Total length:	499.0 ft. `[152.1 m]`
Roadway width between curbs:	28.2 ft. `[8.6 m]`
Deck width edge-to-edge:	32.2 ft. `[9.8 m]`
Owner:	State Highway Agency `[01]`
Year built:	1960
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:	8
Main spans material:	Steel continuous `[4]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	2,145 `[as of 2017]`
Truck traffic:	3% of total traffic
Deck condition:	Satisfactory `[6 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:	Meets minimum tolerable limits to be left in place as is `[4]`
Water adequacy appraisal:	Better than present minimum criteria `[7]`
Roadway alignment appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
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:	84.9
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`
Estimated cost of work:	$1,073,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
November 2017	Fair	Satisfactory	Satisfactory	Satisfactory	2145	84.9
November 2015	Fair	Satisfactory	Satisfactory	Satisfactory	1902	86.0
November 2013	Fair	Satisfactory	Satisfactory	Satisfactory	1902	86.0
November 2011	Fair	Satisfactory	Satisfactory	Satisfactory	1971	86.0
October 2009	Fair	Satisfactory	Satisfactory	Satisfactory	2014	85.0
November 2007	Fair	Satisfactory	Satisfactory	Satisfactory	2078	84.9
July 2005	Fair	Satisfactory	Satisfactory	Satisfactory	2170	84.9
September 2003	Fair	Satisfactory	Satisfactory	Satisfactory	1716	86.0
August 2001	Fair	Satisfactory	Satisfactory	Satisfactory	1666	81.0
July 1999	Fair	Satisfactory	Satisfactory	Good	2174	79.9
October 1997	Fair	Satisfactory	Satisfactory	Good	2035	79.9
October 1995	Fair	Satisfactory	Satisfactory	Good	3261	77.1
November 1993	Fair	Satisfactory	Good	Good	1841	86.6
December 1991	Fair	Satisfactory	Good	Good	1144	86.2

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.	2,469	2,400	69	0	0
Steel Protective Coating	sq. ft.	17,283	16,800	483	0	0
Deck
Reinforced Concrete Deck	sq. ft.	16,000	0	16,000	0	0
Wearing Surfaces	sq. ft.	16,000	16,000	0	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	64	47	17	0	0
Steel Pile	each	70	20	50	0	0
Steel Protective Coating	sq. ft.	1,068	306	762	0	0
Reinforced Concrete Pier Cap	linear ft.	203	203	0	0	0
Joints
Strip Seal Joint	linear ft.	96	0	96	0	0
Bearings
Movable Bearing	each	40	30	10	0	0
Steel Protective Coating	sq. ft.	104	78	26	0	0
Fixed Bearing	each	10	0	10	0	0
Steel Protective Coating	sq. ft.	26	0	26	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	1,000	600	400	0	0
Steel Protective Coating	sq. ft.	3,866	2,320	1,546	0	0