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Bridge Statistics for Grants, New Mexico (NM) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Grants, NM, New Mexico, New Mexico forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 17 Total length: 60 meters (197ft) Total costs: $2,181,000 Total average daily traffic: 101,270 Total average daily truck traffic: 16,718 National Bridge Inventory (NBI) Registered Bridges for Grants
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 3106, Location: 1.3 MI E OF NM-605 (Lat: 35.168333, Lng: -107.891667), Route carried "on" structure: State highway 122, Year Built: 1939, Year Reconstructed: 1955, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 8,604 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 22,494 (year 2026), Design Load: HS 15, Features Intersected: UNNAMED WATERWAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 52.449, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 30.5m (100.1ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft) Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 35.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 48 months, Inspection Date: July 2004, Bridge Improvement Cost: $281,000, Roadway Improvement Cost: $28,000, Total Project Cost: $422,000 ( Estimate for 2008) Find on map >>
Structure Number: 5494, Location: 1.0 MI E OF NM-53/GRANTS (Lat: 35.153333, Lng: -107.855000), Route carried "on" structure: State highway 122, Year Built: 1955, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 10,308 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 13,436 (year 2027), Design Load: HS 20, Features Intersected: RIO SAN JOSE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 57.285, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 2.6m (8.5ft), Right: 2.6m (8.5ft), Curb-To-Curb Width: 25.0m (82.0ft), Out-to-Out Width: 30.5m (100.1ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 5981, Location: 2.9 MI E OF NM-53/GRANTS (Lat: 35.138333, Lng: -107.820000), Route carried "on" structure: State highway 122, Year Built: 1959, Status: Open, Structure Length: 5.79m (19.00ft), Average Daily Traffic: 2,830 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 3,689 (year 2027), Design Load: HS 20, Features Intersected: BNSF RAILROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 60.444, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 14 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.3m (73.2ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.4m (30.8ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 63.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.79m (19.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, Bridge Improvement Cost: $530,000, Roadway Improvement Cost: $53,000, Total Project Cost: $795,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 5982, Location: 2.9 MI E OF NM-53/GRANTS (Lat: 35.138333, Lng: -107.820000), Route carried "on" structure: State highway 122, Year Built: 1959, Status: Open, Structure Length: 5.79m (19.00ft), Average Daily Traffic: 2,809 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 3,661 (year 2027), Design Load: HS 20, Features Intersected: BNSF RAILROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 60.428, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 14 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.3m (73.2ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.6m (31.5ft) Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 63.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.79m (19.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, Bridge Improvement Cost: $538,000, Roadway Improvement Cost: $53,000, Total Project Cost: $807,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 7393, Location: JCT FO I-40/NM122 (Lat: 35.125000, Lng: -107.830000), Route carried "on" structure: State highway 122, Year Built: 1974, Status: Open, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 6,847 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 8,924 (year 2027), Design Load: HS 20, Features Intersected: I-40 EBLS/WBLS Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 61.940, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 30.5m (100.1ft), Skew: 20 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.0m (95.1ft), Curb-To-Curb Width: 24.1m (79.1ft), Out-to-Out Width: 25.3m (83.0ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 8563, Location: 1.9 MI E OF NM-605 (Lat: 35.165000, Lng: -107.885000), Route carried "on" structure: State highway 122, Year Built: 1985, Status: Open, Structure Length: 8.23m (27.00ft), Average Daily Traffic: 8,604 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 11,215 (year 2027), Design Load: HS 20, Features Intersected: BNSF RAILROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 54.491, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 25 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.9m (107.9ft), Curb-To-Curb Width: 26.2m (86.0ft), Out-to-Out Width: 27.1m (88.9ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 50.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 10015, Location: 1.0 MI N OF NM-122/GRANTS (Lat: 35.161667, Lng: -107.833333), Route carried "on" structure: State highway 547, Year Built: 1960, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 9,104 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 9,234 (year 2027), Design Load: HS 20, Features Intersected: RIO SAN JOSE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.625, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 87.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2007 Find on map >>
Structure Number: 10057, Location: 0.1 N OF NM-122 (Lat: 35.152167, Lng: -107.851667), Route carried "on" structure: City street , Year Built: 1993, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 954 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 1,292 (year 2027), Design Load: HS 20, Features Intersected: RIO SAN JOSE, Facility Carried by Structure: HIGH STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 35.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2007 Find on map >>
Structure Number: 1006, Location: 0.24 MI N OF NM-122 (Lat: 35.161667, Lng: -107.855000), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 2,491 (year 2007), Average Future Daily Traffic: 3,373 (year 2027), Design Load: HS 20, Features Intersected: RIO SAN JOSE, Facility Carried by Structure: NIMITZ STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 0.0m Condition: Channel: Satisfactory, Culverts: Poor, Operating Rating: 8.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 6.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 0.64m (2.10ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2007, Bridge Improvement Cost: $105,000, Roadway Improvement Cost: $10,000, Total Project Cost: $157,000 ( Estimate for 2008) Find on map >>
Structure Number: 10067, Location: 0.17 MI S OF NM-122 (Lat: 35.155000, Lng: -107.870000), Route carried "on" structure: City street , Year Built: 1993, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 405 (year 2007), Truck Traffic: 1%, Average Future Daily Traffic: 548 (year 2027), Design Load: HS 20, Features Intersected: RIO SAN JOSE, Facility Carried by Structure: EL MORRO ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.402, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Very good, Culverts: Very good, Operating Rating: 38.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2005 Find on map >>
Structure Number: 10093, Location: 500' N OF STEPHENS (Lat: 35.151667, Lng: -107.843333), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 1,039 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 1,407 (year 2027), Design Load: HS 20, Features Intersected: RIO SAN JOSE, Facility Carried by Structure: FL4956/ANDERMAN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft), Curb or Sidewalk Widths: Left: 2.3m (7.5ft), Right: 2.3m (7.5ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2005 Find on map >>
Structure Number: 10094, Location: 0.032' MI EAST OF BRADLEY (Lat: 35.151667, Lng: -107.833333), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 1.59m (5.22ft), Average Daily Traffic: 1,301 (year 2007), Truck Traffic: 1%, Average Future Daily Traffic: 1,761 (year 2027), Design Load: HS 20, Features Intersected: GRANTS CANYON, Facility Carried by Structure: WASHINGTON AVE. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.0m (13.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft) Condition: Channel: Good, Culverts: Fair, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007 Find on map >>
Structure Number: 10095, Location: 500' S OF WASHINGTION ST (Lat: 35.155000, Lng: -107.846667), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 550 (year 2007), Truck Traffic: 1%, Average Future Daily Traffic: 744 (year 2027), Design Load: HS 20, Features Intersected: RIO SAN JOSE, Facility Carried by Structure: SECOND STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 2.3m (7.5ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 58.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2005 Find on map >>
Structure Number: 7143, Location: JCT NM-53/I-40 @ GRANTS (Lat: 35.151667, Lng: -107.875000), Route carried "under" structure: Interstate 40, Year Built: 1974, Structure Length: 8.41m (27.59ft), Average Daily Traffic: 18,529 (year 2007), Truck Traffic: 30%, Features Intersected: NM-53, Facility Carried by Structure: NM-53 Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 131.837, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 41.1m (134.8ft) Find on map >>
Structure Number: 7317, Location: 1.1 MI E OF EXIT-79 (Lat: 35.168167, Lng: -107.892667), Route carried "under" structure: City street , Year Built: 1971, Structure Length: 4.60m (15.09ft), Average Daily Traffic: 2,554 (year 2007), Truck Traffic: 6%, Features Intersected: I-40 EBL, Facility Carried by Structure: I-40 EBL Minimum Vertical Clearance: 5.41m (17.75ft), Kilometerpoint: 0.161, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.0m (68.9ft) Find on map >>
Structure Number: 7318, Location: 1.1 MI E OF EXIT-79 (Lat: 35.168500, Lng: -107.892333), Route carried "under" structure: City street , Year Built: 1971, Structure Length: 4.24m (13.91ft), Average Daily Traffic: 2,554 (year 2007), Truck Traffic: 6%, Features Intersected: I-40 WBL, Facility Carried by Structure: I-40 WBL Minimum Vertical Clearance: 4.77m (15.65ft), Kilometerpoint: 0.161, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.5m (64.0ft) Find on map >>
Structure Number: 7393, Location: JCT FO I-40/NM122 (Lat: 35.125000, Lng: -107.830000), Route carried "under" structure: Interstate 40, Year Built: 1974, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 21,787 (year 2007), Truck Traffic: 37%, Features Intersected: LOOP-32/E GRANTS INTRCHG, Facility Carried by Structure: NM-122 Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 137.003, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.0m (95.1ft) Discuss this city on our hugely popular New Mexico forum Back to: Grants, NM, New Mexico, All US cities.
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