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Bridge Statistics for Farmington, New Mexico (NM) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Farmington, NM, New Mexico, New Mexico forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 14 Total length: 39 meters (128ft) Total average daily traffic: 18,476 Total average daily truck traffic: 4,118 Total future (year 2028) average daily traffic: 21,617 National Bridge Inventory (NBI) Registered Bridges for Farmington
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: N801, Location: 4.2MI E,6 MI S FARMINGTON (Lat: 36.640222, Lng: -108.128194), Route carried "on" structure: Federal lands road 3003, Year Built: 1975, Status: Open, Structure Length: 14.63m (48.00ft), Average Daily Traffic: 2,945 (year 2008), Truck Traffic: 30%, Average Future Daily Traffic: 3,446 (year 2028), Design Load: HS 20, Features Intersected: GALLEGOS WASH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.709, Lanes on structure: 2, Owner: Bureau of Indian Affairs, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 24.6m (80.7ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 10.6m (34.8ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 44.2 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: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: N802, Location: 7M S 8M E FARMINGTON (Lat: 36.635028, Lng: -108.049389), Route carried "on" structure: Federal lands road 4002, Year Built: 1974, Status: Open, Structure Length: 2.12m (6.96ft), Average Daily Traffic: 258 (year 2008), Truck Traffic: 5%, Average Future Daily Traffic: 302 (year 2028), Design Load: HS 20, Features Intersected: MAIN CANAL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.689, Lanes on structure: 2, Owner: Bureau of Indian Affairs, Approaching Roadway Width: 9.0m (29.5ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.2m (66.3ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.4m (30.8ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 44.2 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 desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: N803, Location: 8M S, 6M E. FARMINGTON (Lat: 36.609056, Lng: -108.088361), Route carried "on" structure: Federal lands road 3003, Year Built: 1975, Status: Open, Structure Length: 2.49m (8.17ft), Average Daily Traffic: 2,945 (year 2008), Truck Traffic: 30%, Average Future Daily Traffic: 3,446 (year 2028), Design Load: HS 20, Features Intersected: MAIN CANAL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.858, Lanes on structure: 2, Owner: Bureau of Indian Affairs, Approaching Roadway Width: 11.8m (38.7ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.8m (78.1ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.2m (36.7ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 44.2 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 desirable criteria, Deck Geometry: 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: Febuary 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: N804, Location: 8.1MI S,6 MI E FARMINGTON (Lat: 36.608472, Lng: -108.087639), Route carried "on" structure: Federal lands road 3003, Year Built: 1975, Status: Open, Structure Length: 2.49m (8.17ft), Average Daily Traffic: 2,945 (year 2008), Truck Traffic: 30%, Average Future Daily Traffic: 3,446 (year 2028), Design Load: HS 20, Features Intersected: DRAINAGE DITCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.019, Lanes on structure: 2, Owner: Bureau of Indian Affairs, Approaching Roadway Width: 10.8m (35.4ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.8m (78.1ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.2m (36.7ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 44.1 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, Deck Geometry: 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: Febuary 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: N805, Location: 10.8M S,6.2M E FARMINGTON (Lat: 36.580528, Lng: -108.092028), Route carried "on" structure: Federal lands road 4022, Year Built: 1975, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 631 (year 2008), Truck Traffic: 10%, Average Future Daily Traffic: 738 (year 2028), Design Load: HS 20, Features Intersected: MAIN CANAL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.253, Lanes on structure: 2, Owner: Bureau of Indian Affairs, Approaching Roadway Width: 8.2m (26.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.6m (74.1ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.4m (30.8ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 44.1 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, Deck Geometry: 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: Febuary 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: N806, Location: 10.8M S,6.3M E FARMINGTON (Lat: 36.580528, Lng: -108.091528), Route carried "on" structure: Federal lands road 4022, Year Built: 1975, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 631 (year 2008), Truck Traffic: 10%, Average Future Daily Traffic: 738 (year 2028), Design Load: HS 20, Features Intersected: DRAINAGE DITCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.414, Lanes on structure: 2, Owner: Bureau of Indian Affairs, Approaching Roadway Width: 7.8m (25.6ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.4m (73.5ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 44.2 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: N807, Location: 13 MI S,7 MI E FARMINGTON (Lat: 36.539306, Lng: -108.081528), Route carried "on" structure: Federal lands road 4030, Year Built: 1975, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 263 (year 2008), Truck Traffic: 10%, Average Future Daily Traffic: 308 (year 2028), Design Load: HS 20, Features Intersected: DRAINAGE DITCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Bureau of Indian Affairs, Approaching Roadway Width: 8.0m (26.2ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.5m (73.8ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.4m (30.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 44.2 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: N808, Location: 9 MI S, 4 MI W FARMINGTON (Lat: 36.600833, Lng: -108.270750), Route carried "on" structure: Federal lands road 4055, Year Built: 1978, Status: Open, Structure Length: 1.17m (3.84ft), Average Daily Traffic: 194 (year 2008), Truck Traffic: 4%, Average Future Daily Traffic: 227 (year 2028), Design Load: HS 20, Features Intersected: AMARILLO CANAL NO.1 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.055, Lanes on structure: 2, Owner: Bureau of Indian Affairs, Approaching Roadway Width: 8.3m (27.2ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.2m (36.7ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 44.2 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 desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: N809, Location: 11 MI S,8 MI W FARMINGTON (Lat: 36.567722, Lng: -108.350444), Route carried "on" structure: Federal lands road 4065, Year Built: 1978, Status: Open, Structure Length: 0.95m (3.12ft), Average Daily Traffic: 196 (year 2008), Truck Traffic: 6%, Average Future Daily Traffic: 229 (year 2028), Design Load: HS 20, Features Intersected: AMARILLO CANAL NO 2 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.907, Lanes on structure: 2, Owner: Bureau of Indian Affairs, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.9m (29.2ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 44.2 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 desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: N814, Location: 5.8 M S,6.2M W FARMINGTON (Lat: 36.646861, Lng: -108.308583), Route carried "on" structure: Federal lands road 3003, Year Built: 1978, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 2,945 (year 2008), Truck Traffic: 30%, Average Future Daily Traffic: 3,446 (year 2028), Design Load: HS 20, Features Intersected: NAVAJO WASH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.654, Lanes on structure: 2, Owner: Bureau of Indian Affairs, Approaching Roadway Width: 12.4m (40.7ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 44.2 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008 Find on map >>
Structure Number: N815, Location: 8.6M S,13M W FARMINGTON (Lat: 36.608750, Lng: -108.431583), Route carried "on" structure: Federal lands road 3005, Year Built: 1978, Status: Open, Structure Length: 0.95m (3.12ft), Average Daily Traffic: 3,208 (year 2008), Truck Traffic: 7%, Average Future Daily Traffic: 3,753 (year 2028), Design Load: HS 20, Features Intersected: COAL WASH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.597, Lanes on structure: 2, Owner: Bureau of Indian Affairs, Approaching Roadway Width: 10.8m (35.4ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.5m (31.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.0m Condition: Channel: Poor, Culverts: Fair, Operating Rating: 44.2 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008 Find on map >>
Structure Number: N816, Location: 2.2M S,0.3M W JCT44 -3003 (Lat: 36.565361, Lng: -108.015611), Route carried "on" structure: Federal lands road 4028, Year Built: 1980, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 187 (year 2008), Truck Traffic: 10%, Average Future Daily Traffic: 219 (year 2028), Design Load: HS 20, Features Intersected: COURY LATERAL CANAL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.379, Lanes on structure: 2, Owner: Bureau of Indian Affairs, Approaching Roadway Width: 8.2m (26.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.1m (36.4ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.8m (32.2ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 44.2 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 desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: N817, Location: 3.3M S,6M W JCT 44 & 3003 (Lat: 36.548306, Lng: -108.016944), Route carried "on" structure: Federal lands road 4022, Year Built: 1980, Status: Open, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 631 (year 2008), Truck Traffic: 10%, Average Future Daily Traffic: 738 (year 2028), Design Load: HS 20, Features Intersected: COURY LATERAL CANAL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.459, Lanes on structure: 2, Owner: Bureau of Indian Affairs, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.7m (31.8ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.8m (32.2ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 44.2 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 desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: N818, Location: 3.5 MI E OF CHACO PLANT (Lat: 36.497472, Lng: -108.062750), Route carried "on" structure: Federal lands road 3002, Year Built: 1984, Status: Open, Structure Length: 4.60m (15.09ft), Average Daily Traffic: 497 (year 2008), Truck Traffic: 20%, Average Future Daily Traffic: 581 (year 2028), Design Load: HS 20+Mod, Features Intersected: GALLEGOS WASH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.023, Lanes on structure: 2, Owner: Bureau of Indian Affairs, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.4m (60.4ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 11.1m (36.4ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 57.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 39.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Discuss this city on our hugely popular New Mexico forum Back to: Farmington, NM, New Mexico, All US cities.
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