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Bridge Statistics for Aztec, New Mexico (NM) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Aztec, NM, New Mexico, New Mexico forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 11 Total length: 53 meters (174ft) Total costs: $8,152,000 Total average daily traffic: 70,258 Total average daily truck traffic: 6,713 Total future (year 2027) average daily traffic: 89,469 National Bridge Inventory (NBI) Registered Bridges for Aztec
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 119, Location: 0.01 MI E NM-516 @ AZTEC (Lat: 36.825000, Lng: -108.003333), Route carried "on" structure: City street , Year Built: 1929, Status: Open, Structure Length: 10.88m (35.70ft), Average Daily Traffic: 8,443 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 8,563 (year 2027), Design Load: H 15, Features Intersected: ANIMAS RIVER, Facility Carried by Structure: CHACO ST-FL4184 Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 61.0m (200.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.4m (21.0ft) Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Good, Operating Rating: 53.5 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: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 10.88m (35.70ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: August 2007, Critical Feature Inspection Date: August 2007, Bridge Improvement Cost: $1,785,000, Roadway Improvement Cost: $178,000, Total Project Cost: $2,677,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 352, Location: 0.45 MI WEST JCT US-550 (Lat: 36.807167, Lng: -108.002833), Route carried "on" structure: County highway 3004, Year Built: 1952, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 321 (year 2007), Truck Traffic: 1%, Average Future Daily Traffic: 434 (year 2027), Features Intersected: UNNAMED WATERWAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.002, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.4m (27.6ft) Condition: Deck: Poor, Superstructure: Poor, Substructure: Serious, Channel: Satisfactory, Operating Rating: 58.3 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: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.46m (4.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Bridge Improvement Cost: $240,000, Roadway Improvement Cost: $24,000, Total Project Cost: $360,000 ( Estimate for 2008), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 5532, Location: 7.0 MI N OF US-64 (Lat: 36.801667, Lng: -107.998333), Route carried "on" structure: US 550, Year Built: 1946, Year Reconstructed: 1995, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 9,089 (year 2007), Truck Traffic: 13%, Average Future Daily Traffic: 12,014 (year 2027), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 255.145, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 31.7m (104.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 84.2 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: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2007 Find on map >>
Structure Number: 6219, Location: 0.1 MI N OF NM-248/AZTEC (Lat: 36.825000, Lng: -107.996667), Route carried "on" structure: State highway 516, Year Built: 1960, Status: Open, Structure Length: 11.95m (39.21ft), Average Daily Traffic: 9,930 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 12,943 (year 2027), Design Load: HS 20, Features Intersected: RIO LAS ANIMAS Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.243, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 13 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.4m (34.1ft) Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Channel: 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.95m (39.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $1,199,000, Roadway Improvement Cost: $119,000, Total Project Cost: $1,799,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 622, Location: 0.1 MI W JCT US-550 AZTEC (Lat: 36.825000, Lng: -107.996667), Route carried "on" structure: State highway 516, Year Built: 1960, Status: Open, Structure Length: 11.95m (39.21ft), Average Daily Traffic: 9,603 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 12,517 (year 2027), Design Load: HS 20, Features Intersected: RIO LAS ANIMAS Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.243, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 13 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 10.4m (34.1ft) Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Fair, Channel: 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.95m (39.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $1,199,000, Roadway Improvement Cost: $119,000, Total Project Cost: $1,799,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 6221, Location: 0.70 MI N OF JCT NM-516 (Lat: 36.825333, Lng: -107.975833), Route carried "on" structure: US 550, Year Built: 1961, Status: Open, Structure Length: 3.60m (11.81ft), Average Daily Traffic: 5,143 (year 2007), Truck Traffic: 21%, Average Future Daily Traffic: 6,704 (year 2027), Design Load: HS 20, Features Intersected: HAMPTON ARROYO Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 258.589, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 21 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 5.2m (17.1ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 12.5m (41.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Serious, Operating Rating: 48.6 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.60m (11.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $435,000, Roadway Improvement Cost: $43,000, Total Project Cost: $653,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 6222, Location: 0.70 MI NORTH JCT NM-516 (Lat: 36.825333, Lng: -107.975833), Route carried "on" structure: US 550, Year Built: 1961, Status: Open, Structure Length: 3.60m (11.81ft), Average Daily Traffic: 5,179 (year 2007), Truck Traffic: 21%, Average Future Daily Traffic: 6,750 (year 2027), Design Load: HS 20, Features Intersected: HAMPTON ARROYO Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 258.589, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 5.2m (17.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 12.4m (40.7ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 61.6 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.60m (11.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $432,000, Roadway Improvement Cost: $43,000, Total Project Cost: $648,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 6223, Location: 0.1 MI N OF JCT NM-516 (Lat: 36.825000, Lng: -108.001667), Route carried "on" structure: City street , Year Built: 1960, Status: Open, Structure Length: 4.97m (16.31ft), Average Daily Traffic: 2,192 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 2,968 (year 2027), Design Load: HS 20, Features Intersected: AZTEC ARROYO, Facility Carried by Structure: OLD NM248/RUINS RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 6 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.7m (58.1ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.1m (36.4ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 48.6 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 6334, Location: 0.11 MI S US-550/AZTEC (Lat: 36.821333, Lng: -107.989833), Route carried "on" structure: State highway 516, Year Built: 1961, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 19,533 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 25,460 (year 2027), Design Load: HS 20, Features Intersected: IRRIGATION DITCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.902, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 37.3 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, Length Of Structure Improvement: 0.67m (2.20ft), Designated Inspection Frequency: Every 48 months, Inspection Date: May 2007, Bridge Improvement Cost: $144,000, Roadway Improvement Cost: $14,000, Total Project Cost: $216,000 ( Estimate for 2008) Find on map >>
Structure Number: 8183, Location: SABENA ST. IN AZTEC (Lat: 36.846667, Lng: -107.980000), Route carried "on" structure: State highway , Year Built: 1973, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 321 (year 2007), Truck Traffic: 1%, Average Future Daily Traffic: 434 (year 2027), Design Load: HS 20, Features Intersected: HAMPTON ARROYO, Facility Carried by Structure: SABENA STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.006, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.9m (29.2ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 50.2 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: 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: May 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 8751, Location: MCCOY AVENUE IN AZTEC (Lat: 36.833333, Lng: -107.968333), Route carried "on" structure: City street , Year Built: 1989, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 504 (year 2007), Truck Traffic: 40%, Average Future Daily Traffic: 682 (year 2027), Design Load: HS 20, Features Intersected: HAMPTON ARROYO, Facility Carried by Structure: MCCOY AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.365, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.4m (4.6ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 10.9m (35.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 56.7 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: 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Discuss this city on our hugely popular New Mexico forum Back to: Aztec, NM, New Mexico, All US cities.
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