Bridge Statistics for South Valley, New Mexico (NM)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 6224,  Location: 1.9 M W JCT I-25/NM-500 (Lat: 35.027156,  Lng: -106.671744),  Route carried "on" structure: State highway 500,  Year Built: 1961,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 43.13m (141.50ft),  Average Daily Traffic: 25,221 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 35,492 (year 2040),  Design Load: H 15,  Features Intersected: RIO GRANDE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.879,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 25,  Length of Maximum Span: 16.8m (55.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 51.8 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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 43.13m (141.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $1,570,000,  Roadway Improvement Cost: $400,000,  Total Project Cost: $2,140,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 6225,  Location: 1.29 MW Jct NM-500/NM-47 (Lat: 35.027142,  Lng: -106.669025),  Route carried "on" structure: State highway 500,  Year Built: 1961,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 2.99m (9.81ft),  Average Daily Traffic: 25,221 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 35,492 (year 2040),  Design Load: HS 20,  Features Intersected: RIVERSIDE DRAIN/LEVEE RD
Minimum Vertical Clearance: 3.02m (9.91ft),  Kilometerpoint: 4.104,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.5m (34.4ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 40.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.99m (9.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $207,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $311,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 7107,  Location: 1.7 MI S JCT NM-47/NM-500 (Lat: 35.001467,  Lng: -106.651600),  Route carried "on" structure: State highway 47,  Year Built: 1969,  Status: Open,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 11,429 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 16,083 (year 2040),  Design Load: HS 20,  Features Intersected: TIJERAS ARROYO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 71.294,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.1m (49.5ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.7m (104.0ft),  Curb-To-Curb Width: 14.9m (48.9ft),  Out-to-Out Width: 15.9m (52.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 62.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.26m (10.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $460,000,  Roadway Improvement Cost: $96,000,  Total Project Cost: $740,000 ( Estimate for 2030),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 7109,  Location: 0.2 MI N JCT NM-47/NM-500 (Lat: 35.028383,  Lng: -106.646242),  Route carried "on" structure: State highway 47,  Year Built: 1969,  Status: Open,  Structure Length: 4.33m (14.21ft),  Average Daily Traffic: 7,400 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 10,414 (year 2040),  Design Load: HS 20,  Features Intersected: SOUTH DIVERSION CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 68.558,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 15.1m (49.5ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 53.5 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: 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: 4.33m (14.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $610,000,  Roadway Improvement Cost: $76,000,  Total Project Cost: $930,000 ( Estimate for 2030),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 7319,  Location: 9.3 M N Jct NM-6/I-25 (Lat: 34.940033,  Lng: -106.706400),  Route carried "on" structure: Interstate 25,  Year Built: 1973,  Status: Open,  Structure Length: 8.38m (27.49ft),  Average Daily Traffic: 32,715 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 60,288 (year 2040),  Design Load: HS 20,  Features Intersected: NM-45/S Coors Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 342.130,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 53.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 732,  Location: 9.3 M N Jct I-25/NM-6 (Lat: 34.940258,  Lng: -106.706542),  Route carried "on" structure: Interstate 25,  Year Built: 1973,  Status: Open,  Structure Length: 8.23m (27.00ft),  Average Daily Traffic: 32,715 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 60,288 (year 2040),  Design Load: HS 20,  Features Intersected: NM-45/S Coors Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 342.147,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.9m (42.3ft),  Skew: 12 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.2m (86.0ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 53.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 7321,  Location: 9.9 Mi N Jct I-25 / NM-6 (Lat: 34.946653,  Lng: -106.699253),  Route carried "on" structure: Interstate 25,  Year Built: 1973,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 3.84m (12.60ft),  Average Daily Traffic: 32,715 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 60,288 (year 2040),  Design Load: HS 20,  Features Intersected: Arenal Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 343.112,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Skew: 12 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.4m (57.1ft),  Curb-To-Curb Width: 12.9m (42.3ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 53.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than 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,  Length Of Structure Improvement: 3.84m (12.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $140,000,  Roadway Improvement Cost: $104,000,  Total Project Cost: $300,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 7322,  Location: 9.9 Mi N Jct I-25/NM-6 (Lat: 34.946925,  Lng: -106.699331),  Route carried "on" structure: Interstate 25,  Year Built: 1973,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 32,715 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 60,288 (year 2040),  Design Load: HS 20,  Features Intersected: Arenal Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 343.112,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.9m (42.3ft),  Skew: 12 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 53.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.6 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 7323,  Location: 2 M. S. of Jct I-25/NM-47 (Lat: 34.948272,  Lng: -106.693722),  Route carried "on" structure: Interstate 25,  Year Built: 1972,  Status: Open,  Structure Length: 5.67m (18.60ft),  Average Daily Traffic: 27,583 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 50,831 (year 2040),  Design Load: HS 20,  Features Intersected: NM-314 Isleta Blvd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 343.595,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.2m (43.3ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.3m (102.7ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.67m (18.60ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 60 months,  Inspection Date: October 2020,  Other Special Inspection Date: October 2020,  Bridge Improvement Cost: $320,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $550,000 ( Estimate for 2030),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 7324,  Location: 2 M S Jct I-25/NM-47 (Lat: 34.948517,  Lng: -106.693797),  Route carried "on" structure: Interstate 25,  Year Built: 1972,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 5.67m (18.60ft),  Average Daily Traffic: 27,583 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 50,831 (year 2040),  Design Load: HS 20,  Features Intersected: NM-314 (Isleta Blvd)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 343.595,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.4m (103.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  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: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.67m (18.60ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 60 months,  Inspection Date: October 2020,  Other Special Inspection Date: October 2020,  Bridge Improvement Cost: $310,000,  Roadway Improvement Cost: $96,000,  Total Project Cost: $530,000 ( Estimate for 2030),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 7325,  Location: 10.4 M N Jct I-25/NM-6 (Lat: 34.948808,  Lng: -106.689694),  Route carried "on" structure: Interstate 25,  Year Built: 1972,  Status: Open,  Structure Length: 3.69m (12.11ft),  Average Daily Traffic: 27,583 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 50,831 (year 2040),  Design Load: HS 20,  Features Intersected: Isleta Indian Lateral.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 344.029,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.4m (57.1ft),  Curb-To-Curb Width: 15.7m (51.5ft),  Out-to-Out Width: 15.9m (52.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 53.5 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 7326,  Location: 10.4 M N Jct NM-6/I-25 (Lat: 34.949053,  Lng: -106.689714),  Route carried "on" structure: Interstate 25,  Year Built: 1972,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 3.69m (12.11ft),  Average Daily Traffic: 27,583 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 50,831 (year 2040),  Design Load: HS 20,  Features Intersected: Isleta Indian Lateral
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 344.029,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.9m (45.6ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.4m (57.1ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 53.5 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 7354,  Location: 11.0 M N Jct NM-6/I-25 (Lat: 34.949867,  Lng: -106.681653),  Route carried "on" structure: Interstate 25,  Year Built: 1973,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 70.53m (231.40ft),  Average Daily Traffic: 28,491 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 55,174 (year 2040),  Design Load: HS 20,  Features Intersected: Rio Grande,IrriI. Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 344.786,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 32,  Length of Maximum Span: 25.6m (84.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Good,  Operating Rating: 53.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 6 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 7355,  Location: 11.0 M N Jct NM-6/I-25 (Lat: 34.950100,  Lng: -106.681700),  Route carried "on" structure: Interstate 25,  Year Built: 1973,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 70.13m (230.09ft),  Average Daily Traffic: 28,491 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 55,174 (year 2040),  Design Load: HS 20,  Features Intersected: Rio Grande,Irri. Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 344.786,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.7m (41.7ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 32,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 12.9m (42.3ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Channel: Good,  Operating Rating: 53.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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 6 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 7356,  Location: 11.5 M N Jct NM-6/I-25 (Lat: 34.951081,  Lng: -106.672386),  Route carried "on" structure: Interstate 25,  Year Built: 1973,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 5.06m (16.60ft),  Average Daily Traffic: 28,491 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 55,174 (year 2040),  Design Load: HS 20,  Features Intersected: BNSF Railroad
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 345.623,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 48.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal 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: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 7357,  Location: 11.5 M N Jct NM-6/I-25 (Lat: 34.951328,  Lng: -106.672358),  Route carried "on" structure: Interstate 25,  Year Built: 1973,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 5.06m (16.60ft),  Average Daily Traffic: 28,491 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 55,174 (year 2040),  Design Load: HS 20,  Features Intersected: BNSF Railroad
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 345.623,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 48.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 7361,  Location: South Broadway Interchang (Lat: 34.953900,  Lng: -106.662000),  Route carried "on" structure: Interstate 25,  Year Built: 1973,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 9.20m (30.18ft),  Average Daily Traffic: 48,628 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 89,613 (year 2040),  Design Load: HS 20,  Features Intersected: NM-47 NBL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 346.604,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.0m (42.7ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 42.1m (138.1ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 7362,  Location: NM-47 NB Over I-25 Ramp (Lat: 34.955408,  Lng: -106.661744),  Route carried "on" structure: State highway 47,  Year Built: 1973,  Status: Open,  Structure Length: 4.91m (16.11ft),  Average Daily Traffic: 6,669 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 9,385 (year 2040),  Design Load: HS 20,  Features Intersected: I-25 Exit Ramp to NM47 S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 66.949,  Lanes on structure: 3,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.7m (54.8ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 16.6m (54.5ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 53.5 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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 7376,  Location: 3.5 MI N OF JCT NM-47 (Lat: 34.998928,  Lng: -106.645825),  Route carried "on" structure: City street 5042,  Year Built: 1973,  Status: Open,  Structure Length: 9.45m (31.00ft),  Average Daily Traffic: 441 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 718 (year 2040),  Design Load: HS 20,  Features Intersected: I-25 NBLS/SBLS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.575,  Lanes on structure: 3,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 26.2m (86.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 53.5 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: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 743,  Location: 0.6 MI N OF JCT NM-47 (Lat: 34.960586,  Lng: -106.657808),  Route carried "on" structure: Interstate 25,  Year Built: 1973,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 42,047 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 77,485 (year 2040),  Design Load: HS 20,  Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 347.522,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 11 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 37.3 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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020

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Structure Number: 8568,  Location: 1.9 MI W OF JCT I-25 (Lat: 35.027156,  Lng: -106.671775),  Route carried "on" structure: State highway 500,  Year Built: 1985,  Status: Open,  Structure Length: 43.13m (141.50ft),  Average Daily Traffic: 25,221 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 35,492 (year 2040),  Design Load: HS 20,  Features Intersected: RIO GRANDE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.879,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 25,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 8569,  Location: 1.29 M W Jct NM-500/NM-47 (Lat: 35.027233,  Lng: -106.669019),  Route carried "on" structure: State highway 500,  Year Built: 1985,  Status: Open,  Structure Length: 2.99m (9.81ft),  Average Daily Traffic: 25,221 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 35,492 (year 2040),  Design Load: HS 20,  Features Intersected: RIVERSIDE DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.104,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.5m (34.4ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.0m (36.1ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 55.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 8663,  Location: 0.22 Mi W of NM-47 (Lat: 35.005978,  Lng: -106.654397),  Route carried "on" structure: City street 6614,  Year Built: 1968,  Status: Open,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 267 (year 2020),  Average Future Daily Traffic: 487 (year 2040),  Design Load: HS 20,  Features Intersected: South Diversion Channel,  Facility Carried by Structure: Murry Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.248,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.6m (31.5ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 21.0m (68.9ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 53.5 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: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 8664,  Location: 0.1 Mi W of NM-47/Brdway (Lat: 35.014797,  Lng: -106.649583),  Route carried "on" structure: City street 5313,  Year Built: 1968,  Status: Open,  Structure Length: 2.59m (8.50ft),  Average Daily Traffic: 3,051 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,971 (year 2040),  Design Load: HS 20,  Features Intersected: South Diversion Channel,  Facility Carried by Structure: Prosperity Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.6m (31.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.7m (81.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 53.5 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 9673,  Location: 1.0 M S Rio Bravo (Lat: 35.009889,  Lng: -106.642306),  Route carried "on" structure: Interstate 25,  Year Built: 2016,  Status: Open,  Structure Length: 4.02m (13.19ft),  Average Daily Traffic: 42,047 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 77,485 (year 2040),  Design Load: HS 20,  Features Intersected: Sandia Railroad Spur.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 353.090,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.6m (61.0ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 19.4m (63.6ft),  Curb-To-Curb Width: 18.4m (60.4ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than 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 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 9674,  Location: 1.0 M S Jct Rio Bravo (Lat: 35.009694,  Lng: -106.641750),  Route carried "on" structure: Interstate 25,  Year Built: 2016,  Status: Open,  Structure Length: 4.02m (13.19ft),  Average Daily Traffic: 42,047 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 77,485 (year 2040),  Design Load: HS 20,  Features Intersected: Sandia Railroad Spur
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 353.090,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.6m (61.0ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 19.4m (63.6ft),  Curb-To-Curb Width: 18.5m (60.7ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than 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 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 9676,  Location: 1.35 M S Jct Rio Bravo (Lat: 35.004122,  Lng: -106.643792),  Route carried "on" structure: Interstate 25,  Year Built: 2016,  Status: Open,  Structure Length: 9.24m (30.31ft),  Average Daily Traffic: 42,047 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 77,485 (year 2040),  Design Load: HS 20,  Features Intersected: Tijeras Arroyo
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 352.527,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.7m (61.4ft),  Skew: 24 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.9m (98.1ft),  Curb-To-Curb Width: 18.5m (60.7ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 94.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than 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: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 9677,  Location: 1.35 M S Jct Rio Bravo (Lat: 35.003911,  Lng: -106.644308),  Route carried "on" structure: Interstate 25,  Year Built: 2016,  Status: Open,  Structure Length: 9.24m (30.31ft),  Average Daily Traffic: 42,047 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 77,485 (year 2040),  Design Load: HS 20,  Features Intersected: Tijeras Arroyo
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 352.527,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.6m (61.0ft),  Skew: 24 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.9m (98.1ft),  Curb-To-Curb Width: 18.4m (60.4ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 94.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than 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: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 9742,  Location: 0.11 Mile west of NM-47 (Lat: 35.025222,  Lng: -106.648250),  Route carried "on" structure: State highway 500,  Year Built: 2018,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 30,600 (year 2019),  Average Future Daily Traffic: 31,100 (year 2039),  Design Load: HS 20,  Features Intersected: South Diversion Channel
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.177,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.6m (44.6ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 13.6m (44.6ft),  Out-to-Out Width: 38.7m (127.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 79.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 10099,  Location: 0.3 Mi E of NM-47 (Lat: 35.048775,  Lng: -106.641067),  Route carried "on" structure: City street 5085,  Year Built: 1976,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 4,588 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 7,476 (year 2040),  Design Load: HS 20,  Features Intersected: South Diversion Channel
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.451,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 53.5 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021

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Structure Number: 7319,  Location: 9.3 M N Jct NM-6/I-25 (Lat: 34.940033,  Lng: -106.706400),  Route carried "under" structure: State highway 45,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 5,668 (year 2020),  Truck Traffic: 13%,  Features Intersected: NM-45/S Coors Road,  Facility Carried by Structure: I-25 NBL
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 4.313,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.0m (91.9ft)

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Structure Number: 732,  Location: 9.3 M N Jct I-25/NM-6 (Lat: 34.940258,  Lng: -106.706542),  Route carried "under" structure: State highway 45,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 5,668 (year 2020),  Truck Traffic: 13%,  Features Intersected: NM-45/S Coors Road,  Facility Carried by Structure: I-25 SBL
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 4.313,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.2m (86.0ft)

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Structure Number: 7323,  Location: 2 M. S. of Jct I-25/NM-47 (Lat: 34.948272,  Lng: -106.693722),  Route carried "under" structure: State highway 314,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 5,427 (year 2020),  Truck Traffic: 7%,  Features Intersected: NM-314 Isleta Blvd.,  Facility Carried by Structure: I-25 NBL
Minimum Vertical Clearance: 4.91m (16.11ft),  Kilometerpoint: 13.599,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.3m (102.7ft)

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Structure Number: 7324,  Location: 2 M S Jct I-25/NM-47 (Lat: 34.948517,  Lng: -106.693797),  Route carried "under" structure: State highway 314,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 5,427 (year 2020),  Truck Traffic: 7%,  Features Intersected: NM-314 (Isleta Blvd),  Facility Carried by Structure: I-25 SBL
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 29.354,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.4m (103.0ft)

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Structure Number: 7361,  Location: South Broadway Interchang (Lat: 34.953900,  Lng: -106.662000),  Route carried "under" structure: State highway 47,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 16,337 (year 2020),  Truck Traffic: 7%,  Features Intersected: NM-47 NBL,  Facility Carried by Structure: I-25 SBL
Minimum Vertical Clearance: 5.09m (16.70ft),  Kilometerpoint: 66.176,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.1m (138.1ft)

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Structure Number: 7362,  Location: NM-47 NB Over I-25 Ramp (Lat: 34.955408,  Lng: -106.661744),  Route carried "under" structure: Ramp Interstate 2255,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 9,849 (year 2020),  Truck Traffic: 13%,  Features Intersected: I-25 Exit Ramp to NM47 S,  Facility Carried by Structure: NM-47 NBL
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 0.137,  Lanes on structure: 3,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.9m (62.0ft)

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Structure Number: 7376,  Location: 3.5 MI N OF JCT NM-47 (Lat: 34.998928,  Lng: -106.645825),  Route carried "under" structure: Interstate 25,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 42,047 (year 2020),  Truck Traffic: 13%,  Features Intersected: I-25 NBLS/SBLS,  Facility Carried by Structure: FL-5042
Minimum Vertical Clearance: 4.00m (13.12ft),  Kilometerpoint: 351.964,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.2m (86.0ft)