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

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Structure Number: 9207,  Location: 1.3 Mi E o Jct I-25/US-70 (Lat: 32.364417,  Lng: -106.749964),  Route carried "on" structure: US 70,  Year Built: 2003,  Status: Open,  Structure Length: 3.99m (13.09ft),  Average Daily Traffic: 40,474 (year 2020),  Truck Traffic: 37%,  Average Future Daily Traffic: 69,288 (year 2040),  Design Load: HS 20,  Features Intersected: Rinconada Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 244.459,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.7m (130.2ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 55.3 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: Meets minimum limits,  Underclear: High priority of corrective action,  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,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 9208,  Location: 2.3 Mi E Jct I-25/US-70 (Lat: 32.372161,  Lng: -106.740219),  Route carried "on" structure: US 70,  Year Built: 2003,  Status: Open,  Structure Length: 8.53m (27.99ft),  Average Daily Traffic: 40,474 (year 2020),  Truck Traffic: 37%,  Average Future Daily Traffic: 69,288 (year 2040),  Design Load: HS 20,  Features Intersected: Sonoma Ranch Blvd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 246.069,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 51.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than 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: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 9209,  Location: 2.3 Mi E of Jct I-25/US70 (Lat: 32.372289,  Lng: -106.740356),  Route carried "on" structure: US 70,  Year Built: 2003,  Status: Open,  Structure Length: 8.53m (27.99ft),  Average Daily Traffic: 40,474 (year 2020),  Truck Traffic: 37%,  Average Future Daily Traffic: 69,288 (year 2040),  Design Load: HS 20,  Features Intersected: Sonoma Ranch Blvd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 246.069,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 51.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present desirable criteria,  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: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 921,  Location: 4.1 M E EXIT 6 OF I-25 (Lat: 32.384264,  Lng: -106.717333),  Route carried "on" structure: US 70,  Year Built: 2003,  Status: Open,  Structure Length: 8.56m (28.08ft),  Average Daily Traffic: 40,474 (year 2020),  Truck Traffic: 37%,  Average Future Daily Traffic: 69,288 (year 2040),  Design Load: HS 20,  Features Intersected: MESA GRANDE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 248.643,  Lanes on structure: 2,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  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: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 9211,  Location: 4.1 M E OF EXIT 6 OF I-25 (Lat: 32.384394,  Lng: -106.717394),  Route carried "on" structure: US 70,  Year Built: 2003,  Status: Open,  Structure Length: 8.56m (28.08ft),  Average Daily Traffic: 23,886 (year 2020),  Truck Traffic: 37%,  Average Future Daily Traffic: 40,892 (year 2040),  Design Load: HS 20,  Features Intersected: MESA GRANDE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 248.644,  Lanes on structure: 2,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  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: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 9212,  Location: 5.2 M E OF EXIT 6 OF I-25 (Lat: 32.390142,  Lng: -106.700222),  Route carried "on" structure: US 70,  Year Built: 2003,  Status: Open,  Structure Length: 3.65m (11.98ft),  Average Daily Traffic: 23,886 (year 2020),  Truck Traffic: 37%,  Average Future Daily Traffic: 40,892 (year 2040),  Design Load: HS 20,  Features Intersected: PORTER DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 250.414,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.8m (117.5ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 77.1 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: Meets minimum limits,  Underclear: 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: 9213,  Location: 5.2 M E OF EXIT 6 OF I-25 (Lat: 32.390325,  Lng: -106.700222),  Route carried "on" structure: US 70,  Year Built: 2003,  Status: Open,  Structure Length: 3.65m (11.98ft),  Average Daily Traffic: 23,886 (year 2020),  Truck Traffic: 37%,  Average Future Daily Traffic: 40,892 (year 2040),  Design Load: HS 20,  Features Intersected: PORTER DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 250.414,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.8m (117.5ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: 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: 9214,  Location: 6.3 mi east of I-25 Exit (Lat: 32.396050,  Lng: -106.683075),  Route carried "on" structure: US 70,  Year Built: 2003,  Status: Open,  Structure Length: 3.65m (11.98ft),  Average Daily Traffic: 12,521 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 9,664 (year 2040),  Design Load: HS 20,  Features Intersected: Holman Road / Dunn Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 251.862,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.8m (117.5ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 9215,  Location: 6.3 mi east of I-25 exit (Lat: 32.396225,  Lng: -106.683078),  Route carried "on" structure: US 70,  Year Built: 2007,  Status: Open,  Structure Length: 3.65m (11.98ft),  Average Daily Traffic: 12,521 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 9,664 (year 2040),  Design Load: HS 20,  Features Intersected: Hollman Road / Dunn Driv
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 251.862,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.8m (117.5ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 9216,  Location: 7.9 mi east of I-25 exit (Lat: 32.404942,  Lng: -106.657275),  Route carried "on" structure: US 70,  Year Built: 2007,  Status: Open,  Structure Length: 3.65m (11.98ft),  Average Daily Traffic: 12,521 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 9,664 (year 2040),  Design Load: HS 20,  Features Intersected: Weisner Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 254.437,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.8m (117.5ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 78.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 9217,  Location: 7.9 Mi E of I-25 Exit-6 (Lat: 32.405133,  Lng: -106.657278),  Route carried "on" structure: US 70,  Year Built: 2003,  Status: Open,  Structure Length: 3.65m (11.98ft),  Average Daily Traffic: 12,521 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 9,664 (year 2040),  Design Load: HS 20,  Features Intersected: Weisner Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 254.437,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.8m (117.5ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 78.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 9264,  Location: Junction of I-25 & Lohman (Lat: 32.313828,  Lng: -106.747211),  Route carried "on" structure: City street 5614,  Year Built: 2002,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 11,010 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 15,494 (year 2040),  Design Load: HS 20,  Features Intersected: I-25 NBL and SBL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.458,  Lanes on structure: 8,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 41.3m (135.5ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 47.5m (155.8ft),  Out-to-Out Width: 49.3m (161.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 75.3 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 9265,  Location: 0.1 M W OF I-25 EXIT # 3 (Lat: 32.313592,  Lng: -106.748292),  Route carried "on" structure: City street 5614,  Year Built: 2003,  Status: Open,  Structure Length: 2.10m (6.89ft),  Average Daily Traffic: 20,634 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 29,037 (year 2040),  Design Load: HS 20,  Features Intersected: TRIVIZ DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 36.1m (118.4ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.6m (67.6ft),  Curb-To-Curb Width: 45.2m (148.3ft),  Out-to-Out Width: 50.7m (166.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 62.6 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 9266,  Location: 7.2 Mi E of I-10 Exit 135 (Lat: 32.281269,  Lng: -106.770192),  Route carried "on" structure: Interstate 10,  Year Built: 2004,  Status: Open,  Structure Length: 19.57m (64.21ft),  Average Daily Traffic: 20,900 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 38,515 (year 2040),  Design Load: HS 20,  Features Intersected: NM-101, NM-478, BNSF R/R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 227.787,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 42.1m (138.1ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Good,  Superstructure: Poor,  Substructure: Good,  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: Meets minimum limits,  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 12 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 9267,  Location: 7.2 Mi E of I-10 Exit-135 (Lat: 32.281072,  Lng: -106.770181),  Route carried "on" structure: Interstate 10,  Year Built: 2004,  Status: Open,  Structure Length: 15.54m (50.98ft),  Average Daily Traffic: 17,518 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 32,283 (year 2040),  Design Load: HS 20,  Features Intersected: NM-101,NM-478, BNSF RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 227.722,  Lanes on structure: 3,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 42.1m (138.1ft),  Curb-To-Curb Width: 15.3m (50.2ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Good,  Superstructure: Poor,  Substructure: Good,  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: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 945,  Location: 4.65 MI E OF NM-28 (Lat: 32.296842,  Lng: -106.722917),  Route carried "on" structure: State highway 101,  Year Built: 2008,  Status: Open,  Structure Length: 3.07m (10.07ft),  Average Daily Traffic: 7,128 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 10,030 (year 2040),  Design Load: HS 20,  Features Intersected: DRIPPING SPRINGS TORTUGA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.483,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 18.5m (60.7ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.8m (32.2ft)

Condition: Channel: Fair,  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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020

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Structure Number: 949,  Location: Jct I-10/I-25 Las Cruces (Lat: 32.259108,  Lng: -106.730786),  Route carried "on" structure: Interstate 10,  Year Built: 2013,  Status: Open,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 32,356 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 59,627 (year 2040),  Design Load: HS 20,  Features Intersected: I-25 SB off ramp
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 232.341,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.5m (106.6ft),  Curb-To-Curb Width: 17.8m (58.4ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 72.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.4 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 9505,  Location: I-10/I-25 Interchange (Lat: 32.263592,  Lng: -106.730958),  Route carried "on" structure: Ramp Interstate 1114,  Year Built: 2013,  Status: Open,  Structure Length: 10.36m (33.99ft),  Average Daily Traffic: 1,941 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 3,577 (year 2040),  Design Load: HS 20,  Features Intersected: I-25,  Facility Carried by Structure: I-10 EB off Ramp
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.3m (30.5ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 55.5m (182.1ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 83.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.3 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 9506,  Location: I-10/I-25 Interchange (Lat: 32.262211,  Lng: -106.733631),  Route carried "on" structure: Ramp Interstate 1114,  Year Built: 2013,  Status: Open,  Structure Length: 12.68m (41.60ft),  Average Daily Traffic: 1,941 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 3,577 (year 2040),  Design Load: HS 20,  Features Intersected: I-10,  Facility Carried by Structure: I-10 EB off Ramp
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.885,  Lanes on structure: 1,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.3m (30.5ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 64.0m (210.0ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 83.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.3 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: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 9573,  Location: 4.5 M E of Exit 135 (Lat: 32.293978,  Lng: -106.809783),  Route carried "on" structure: Interstate 10,  Year Built: 2013,  Status: Open,  Structure Length: 3.99m (13.09ft),  Average Daily Traffic: 28,905 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 53,267 (year 2040),  Design Load: HS 20,  Features Intersected: NM-292(Motel Blvd.)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 223.699,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.0m (128.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 86.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021

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Structure Number: 9574,  Location: 4.5 M E of Exit 135/i-10 (Lat: 32.294133,  Lng: -106.809914),  Route carried "on" structure: Interstate 10,  Year Built: 2013,  Status: Open,  Structure Length: 3.99m (13.09ft),  Average Daily Traffic: 19,232 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 35,441 (year 2040),  Design Load: HS 20,  Features Intersected: NM-292 (Motel Blvd)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 223.699,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.0m (128.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 86.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021

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Structure Number: 961,  Location: 5.7 M E of I-10 exit 135 (Lat: 32.289614,  Lng: -106.790692),  Route carried "on" structure: Interstate 10,  Year Built: 2015,  Status: Open,  Structure Length: 3.78m (12.40ft),  Average Daily Traffic: 20,900 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 38,515 (year 2040),  Design Load: HS 20,  Features Intersected: NM-28
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 225.550,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 37.1m (121.7ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 93.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 9611,  Location: 5.7 M E of I-10, exit 135 (Lat: 32.289769,  Lng: -106.790594),  Route carried "on" structure: Interstate 10,  Year Built: 2015,  Status: Open,  Structure Length: 3.78m (12.40ft),  Average Daily Traffic: 20,311 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 37,430 (year 2040),  Design Load: HS 20,  Features Intersected: NM-28 Avenida De Mesilla
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 225.550,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 37.8m (124.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 93.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.2 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 9626,  Location: 1.8 miles on Las Alturas (Lat: 32.264656,  Lng: -106.718414),  Route carried "on" structure: City street 13003,  Year Built: 2013,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 2,647 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 4,314 (year 2040),  Design Load: HS 20,  Features Intersected: Tellbrook Arroyo,  Facility Carried by Structure: TELLBROOK RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.287,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 0.0m,  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021

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Structure Number: 967,  Location: 3.7 MS Jct I-25 and US-70 (Lat: 32.298861,  Lng: -106.742667),  Route carried "on" structure: Interstate 25,  Year Built: 2017,  Status: Open,  Structure Length: 3.78m (12.40ft),  Average Daily Traffic: 38,810 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 71,520 (year 2040),  Design Load: HS 20,  Features Intersected: Missouri Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.701,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 36.1m (118.4ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.9m (121.1ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 36.0m (118.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 973,  Location: 0.1 MN Dripping Sprg Rd. (Lat: 32.301244,  Lng: -106.709078),  Route carried "on" structure: City street 1,  Year Built: 2011,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 5,739 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 8,076 (year 2040),  Design Load: HS 20,  Features Intersected: Tortugas Arroyo,  Facility Carried by Structure: Sonoma Ranch Blvd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.7m (31.8ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Serious,  Culverts: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: March 2022,  Critical Feature Inspection Date: March 2022

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Structure Number: 9732,  Location: .6 MN Dripping Sprg Rd (Lat: 32.308000,  Lng: -106.709028),  Route carried "on" structure: City street 1,  Year Built: 2006,  Status: Open,  Structure Length: 3.54m (11.61ft),  Average Daily Traffic: 5,739 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 8,076 (year 2040),  Design Load: HS 20,  Features Intersected: Tortugas Arroyo,  Facility Carried by Structure: Sonoma Ranch Blvd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.966,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.3m (30.5ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 1.5m (4.9ft)

Condition: Culverts: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2022

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Structure Number: 9733,  Location: 0.9 MN Dripping Spring Rd (Lat: 32.310300,  Lng: -106.709800),  Route carried "on" structure: City street 13001,  Year Built: 2014,  Status: Open,  Structure Length: 3.52m (11.55ft),  Average Daily Traffic: 5,739 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 8,076 (year 2040),  Design Load: HS 20,  Features Intersected: Tortugas Arroyo,  Facility Carried by Structure: 13-001
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020

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Structure Number: 9734,  Location: .1 MN of E. Lohman (Lat: 32.328333,  Lng: -106.723889),  Route carried "on" structure: City street 1,  Year Built: 2006,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 9,980 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 14,045 (year 2040),  Design Load: HS 20,  Features Intersected: South Las Cruces Arroyo,  Facility Carried by Structure: Sonoma Ranch Blvd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.701,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 15,  Length of Maximum Span: 3.2m (10.5ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020

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Structure Number: 9736,  Location: 2.8 MN of E. Lohman (Lat: 32.357417,  Lng: -106.740250),  Route carried "on" structure: City street 1,  Year Built: 2006,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 11,440 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 16,099 (year 2040),  Design Load: HS 20,  Features Intersected: Alemeda Arroyo,  Facility Carried by Structure: Sonoma Ranch Blvd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020

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Structure Number: 9737,  Location: 2.8 M N Intsec E. Lohman (Lat: 32.358639,  Lng: -106.739889),  Route carried "on" structure: City street 1,  Year Built: 2006,  Status: Open,  Structure Length: 5.36m (17.59ft),  Average Daily Traffic: 11,440 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 16,099 (year 2040),  Design Load: HS 20,  Features Intersected: Alameda Arroyo,  Facility Carried by Structure: Sonoma Ranch Blvd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.886,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.8m (38.7ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 1.8m (5.9ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: 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: April 2020

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Structure Number: 9738,  Location: .02 ME Of S Recycling Fa (Lat: 32.296222,  Lng: -106.814028),  Route carried "on" structure: City street 1301,  Year Built: 2006,  Status: Open,  Structure Length: 0.92m (3.02ft),  Average Daily Traffic: 260 (year 2020),  Average Future Daily Traffic: 481 (year 2040),  Design Load: HS 20,  Features Intersected: Irrigation Lateral,  Facility Carried by Structure: Amado/Lohman
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 8.4m (27.6ft),  Curb-To-Curb Width: 8.9m (29.2ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 23 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 9739,  Location: 0.2 M S Intsec E Lohman (Lat: 32.323000,  Lng: -106.733528),  Route carried "on" structure: City street 1,  Year Built: 2006,  Status: Open,  Structure Length: 4.84m (15.88ft),  Average Daily Traffic: 6,380 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 7,147 (year 2040),  Design Load: HS 20,  Features Intersected: South Las Cruces Arroyo,  Facility Carried by Structure: N. Roadrunner pkwy
Minimum Vertical Clearance: 0.00m,  Kilometerpoint: 0.322,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.8m (25.6ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 15,  Length of Maximum Span: 3.1m (10.2ft),  Curb-To-Curb Width: 43.6m (143.0ft),  Out-to-Out Width: 45.7m (149.9ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020

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Structure Number: 974,  Location: 3.0 M N intsec E. Lohman (Lat: 32.352575,  Lng: -106.751453),  Route carried "on" structure: City street 1,  Year Built: 2006,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 9,142 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 10,240 (year 2040),  Design Load: HS 20,  Features Intersected: Alameda Arroyo,  Facility Carried by Structure: N. Roadrunner Pkwy
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.828,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.7m (28.5ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Poor,  Culverts: Satisfactory,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020

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Structure Number: 9761,  Location: .05 miles South Dunn (Lat: 32.395194,  Lng: -106.683056),  Route carried "on" structure: City street 1,  Year Built: 2006,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 735 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,197 (year 2040),  Design Load: HS 20,  Features Intersected: Unnamed Waterway,  Facility Carried by Structure: Dunn Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.448,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than 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: June 2020

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Structure Number: 9762,  Location: .07 Triviz Drive (Lat: 32.299572,  Lng: -106.743283),  Route carried "on" structure: City street 1,  Year Built: 2006,  Status: Open,  Structure Length: 0.69m (2.26ft),  Average Daily Traffic: 7,160 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 8,020 (year 2040),  Design Load: HS 20,  Features Intersected: Unnamed Waterway,  Facility Carried by Structure: Triviz Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.184,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 6.9m (22.6ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020

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Structure Number: 9763,  Location: .5 M S N. Main St. (Lat: 32.344056,  Lng: -106.767972),  Route carried "on" structure: City street 1,  Year Built: 2006,  Status: Open,  Structure Length: 2.04m (6.69ft),  Average Daily Traffic: 8,134 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 9,111 (year 2040),  Design Load: HS 20,  Features Intersected: Alameda Arroyo,  Facility Carried by Structure: N. Triviz Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.817,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 8.4m (27.6ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020

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Structure Number: 9764,  Location: 0.1 M N Bently Drive (Lat: 32.342028,  Lng: -106.771464),  Route carried "on" structure: City street 13,  Year Built: 2006,  Status: Open,  Structure Length: 0.62m (2.03ft),  Average Daily Traffic: 260 (year 2020),  Average Future Daily Traffic: 481 (year 2040),  Design Load: HS 20,  Features Intersected: Unnamed waterway,  Facility Carried by Structure: Boxter Way
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020

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Structure Number: 9773,  Location: 1.6 M of S. Solano Dr. (Lat: 32.306222,  Lng: -106.764333),  Route carried "on" structure: City street 1,  Year Built: 2016,  Status: Open,  Structure Length: 3.51m (11.52ft),  Average Daily Traffic: 9,656 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 10,816 (year 2040),  Design Load: HS 20,  Features Intersected: Las Cruces Arroyo,  Facility Carried by Structure: S. Solano Dr.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.575,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 1.8m (5.9ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: 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: December 2020

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Structure Number: 9774,  Location: 0.2 M N of US-70 Main St (Lat: 32.356500,  Lng: -106.782944),  Route carried "on" structure: City street 1,  Year Built: 2016,  Status: Open,  Structure Length: 0.62m (2.03ft),  Average Daily Traffic: 335 (year 2019),  Average Future Daily Traffic: 481 (year 2039),  Design Load: HS 20,  Features Intersected: Las Cruces Arroyo,  Facility Carried by Structure: Spitz Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: 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: December 2020

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Structure Number: 6134,  Location: Junction I-25/US-70 (Lat: 32.348031,  Lng: -106.769581),  Route carried "under" structure: Interstate 25,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 15,732 (year 2020),  Truck Traffic: 13%,  Features Intersected: I-25 NBL/SBL,  Facility Carried by Structure: US-70 EBL/WBL
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 9.817,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: 6562,  Location: 17.1 M E Luna/Dona Ana CL (Lat: 32.262161,  Lng: -107.008700),  Route carried "under" structure: Interstate 10,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 14,322 (year 2020),  Truck Traffic: 37%,  Features Intersected: I-10 EBL/WBL @ MP-127,  Facility Carried by Structure: 13Z003
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 204.515,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.0m (59.1ft)

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Structure Number: 6662,  Location: Jct. US-70 and I-10 (Lat: 32.282153,  Lng: -106.882486),  Route carried "under" structure: Interstate 10,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 19,756 (year 2020),  Truck Traffic: 13%,  Features Intersected: I-10 EBL/WBL,  Facility Carried by Structure: US-70
Minimum Vertical Clearance: 4.61m (15.12ft),  Kilometerpoint: 216.682,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.6m (84.0ft)

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Structure Number: 6823,  Location: Jct I-25/NM101-University (Lat: 32.286983,  Lng: -106.738603),  Route carried "under" structure: Interstate 25,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 38,810 (year 2020),  Truck Traffic: 13%,  Features Intersected: I-25 NBL and SBL,  Facility Carried by Structure: NM-101
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 2.543,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.0m (59.1ft)

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Structure Number: 6829,  Location: 6.0 M S Jct I-25/ US-70 (Lat: 32.268508,  Lng: -106.732500),  Route carried "under" structure: City street 1036,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 3,473 (year 2020),  Truck Traffic: 6%,  Features Intersected: Cholla Road,  Facility Carried by Structure: I-25 NBL
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 4.828,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 11.9m (39.0ft)

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Structure Number: 683,  Location: 6.0 M S I-25/US-70/CRUCES (Lat: 32.268461,  Lng: -106.732719),  Route carried "under" structure: City street 1036,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 3,473 (year 2020),  Truck Traffic: 6%,  Features Intersected: Cholla Road,  Facility Carried by Structure: I-25 SBL
Minimum Vertical Clearance: 4.79m (15.72ft),  Kilometerpoint: 4.828,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 11.6m (38.1ft)

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Structure Number: 6831,  Location: 1.6 M W Jct I-10 & I-25 (Lat: 32.265422,  Lng: -106.738642),  Route carried "under" structure: City street 5539,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 3,374 (year 2020),  Truck Traffic: 6%,  Features Intersected: Cholla Road,  Facility Carried by Structure: I-10 EBL
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 11.7m (38.4ft)

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Structure Number: 6832,  Location: 1.6 M W Jct I-10 & I-25 (Lat: 32.265575,  Lng: -106.738528),  Route carried "under" structure: City street 5539,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 3,374 (year 2020),  Truck Traffic: 6%,  Features Intersected: Cholla Road,  Facility Carried by Structure: I-10 WBL
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 11.6m (38.1ft)

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Structure Number: 7169,  Location: 2.4 Mi E of I-10 Exit-135 (Lat: 32.286233,  Lng: -106.843336),  Route carried "under" structure: State highway 359,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 1,183 (year 2020),  Truck Traffic: 7%,  Features Intersected: Local Road (NM 359),  Facility Carried by Structure: I-10 EBL
Minimum Vertical Clearance: 4.91m (16.11ft),  Kilometerpoint: 0.035,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.5m (64.0ft)

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Structure Number: 717,  Location: 2.4 Mi E of I-10 Exit-135 (Lat: 32.286436,  Lng: -106.843261),  Route carried "under" structure: State highway 13003,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 1,183 (year 2020),  Truck Traffic: 7%,  Features Intersected: Local Road,  Facility Carried by Structure: I-10 WBL
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 0.037,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.4m (63.6ft)