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


  • National Bridge Inventory (NBI) Statistics
  • 32Number of bridges
  • 348ft / 106mTotal length
  • $2,538,000Total costs
  • 345,521Total average daily traffic
  • 136,618Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Deming
  • No street view available for this location

New bridges in Deming, NM - historical statistics
  • New bridges - historical statistics
  • 31950-1959
  • 271960-1969
  • 11980-1989
  • 12010-2019
Reconstructed bridges in Deming, NM - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 61990-1999
  • 32000-2009
Average Bridge Daily Traffic in Deming, NM
Average Bridge Truck Traffic in Deming, NM
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 71.4%Good
  • 7.1%Satisfactory
  • 21.4%Fair
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 78.6%Good
  • 21.4%Fair
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 71.4%Good
  • 28.6%Satisfactory
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 66.7%Good
  • 33.3%Satisfactory
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Structure Number: 561,  Location: 2.1 MI W OF JCT US-180 (Lat: 32.265092,  Lng: -107.805933),  Route carried "on" structure: Interstate 10,  Year Built: 1952,  Status: Open,  Structure Length: 4.18m (13.71ft),  Average Daily Traffic: 13,301 (year 2020),  Truck Traffic: 37%,  Average Future Daily Traffic: 20,907 (year 2040),  Design Load: HS 20,  Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 127.959,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 16,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Good,  Culverts: 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021
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Structure Number: 5611,  Location: 4.0 MI W JCT US-180 (Lat: 32.262456,  Lng: -107.827233),  Route carried "on" structure: Interstate 10,  Year Built: 1952,  Status: Open,  Structure Length: 4.96m (16.27ft),  Average Daily Traffic: 13,301 (year 2020),  Truck Traffic: 37%,  Average Future Daily Traffic: 20,907 (year 2040),  Design Load: HS 20,  Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 125.947,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.0m (26.2ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 19,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 50.6 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021
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Structure Number: 5612,  Location: 8.3 MI E OF JCT NM-418 (Lat: 32.259325,  Lng: -107.852533),  Route carried "on" structure: Interstate 10,  Year Built: 1952,  Status: Open,  Structure Length: 4.69m (15.39ft),  Average Daily Traffic: 13,301 (year 2020),  Truck Traffic: 37%,  Average Future Daily Traffic: 20,907 (year 2040),  Design Load: HS 20,  Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 123.533,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.0m (26.2ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 18,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Good,  Culverts: 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021
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Structure Number: 6702,  Location: 8.3 MI E OF JCT NM-418 (Lat: 32.258947,  Lng: -107.852458),  Route carried "on" structure: Interstate 10,  Year Built: 1965,  Status: Open,  Structure Length: 4.69m (15.39ft),  Average Daily Traffic: 13,301 (year 2020),  Truck Traffic: 37%,  Average Future Daily Traffic: 20,907 (year 2040),  Design Load: HS 20,  Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 123.533,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.0m (26.2ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 18,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 37.6 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021
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Structure Number: 6703,  Location: 4.0 MI W OF JCT US-180 (Lat: 32.262094,  Lng: -107.827114),  Route carried "on" structure: Interstate 10,  Year Built: 1965,  Status: Open,  Structure Length: 4.95m (16.24ft),  Average Daily Traffic: 13,301 (year 2020),  Truck Traffic: 37%,  Average Future Daily Traffic: 20,907 (year 2040),  Design Load: HS 20,  Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 125.947,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 19,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 37.6 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021
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Structure Number: 6704,  Location: 2.8 MI W OF JCT US-180 (Lat: 32.264717,  Lng: -107.805878),  Route carried "on" structure: Interstate 10,  Year Built: 1965,  Status: Open,  Structure Length: 4.18m (13.71ft),  Average Daily Traffic: 13,301 (year 2020),  Truck Traffic: 37%,  Average Future Daily Traffic: 20,907 (year 2040),  Design Load: HS 20,  Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 127.959,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.8m (48.6ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 16,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 37.6 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021
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Structure Number: 6768,  Location: 3.4 MI E OF JCT US-180 (Lat: 32.278492,  Lng: -107.702697),  Route carried "on" structure: Interstate 10,  Year Built: 1968,  Status: Open,  Structure Length: 7.41m (24.31ft),  Average Daily Traffic: 15,332 (year 2020),  Truck Traffic: 37%,  Average Future Daily Traffic: 26,248 (year 2040),  Design Load: HS 20,  Features Intersected: MIMBRES RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 137.792,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: 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: Better than present minimum criteria,  Deck Geometry: 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: March 2020,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 6769,  Location: 3.4 MI E OF JCT US-180 (Lat: 32.278833,  Lng: -107.702919),  Route carried "on" structure: Interstate 10,  Year Built: 1968,  Status: Open,  Structure Length: 7.41m (24.31ft),  Average Daily Traffic: 15,332 (year 2020),  Truck Traffic: 37%,  Average Future Daily Traffic: 26,248 (year 2040),  Design Load: HS 20,  Features Intersected: MIMBRES RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 137.840,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: 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,  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 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 681,  Location: West Deming Interchange (Lat: 32.268100,  Lng: -107.777000),  Route carried "on" structure: Interstate 10,  Year Built: 1969,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 15,510 (year 2020),  Truck Traffic: 51%,  Average Future Daily Traffic: 22,223 (year 2040),  Design Load: HS 20,  Features Intersected: I-10 Ramp Loop 002-2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 130.695,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.8m (38.7ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.1m (52.8ft),  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: 50.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.8 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: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 6811,  Location: West Deming Interchange (Lat: 32.268194,  Lng: -107.777242),  Route carried "on" structure: Interstate 10,  Year Built: 1969,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 4.30m (14.11ft),  Average Daily Traffic: 12,353 (year 2020),  Truck Traffic: 51%,  Average Future Daily Traffic: 17,700 (year 2040),  Design Load: HS 20,  Features Intersected: Loop 002-2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 130.695,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.8m (38.7ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.1m (52.8ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 57.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.7 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: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 6812,  Location: 0.5 MI W OF US-180/I-10 (Lat: 32.269108,  Lng: -107.768725),  Route carried "on" structure: Interstate 10,  Year Built: 1969,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 3.63m (11.91ft),  Average Daily Traffic: 16,409 (year 2020),  Truck Traffic: 51%,  Average Future Daily Traffic: 23,511 (year 2040),  Design Load: HS 20,  Features Intersected: 8th Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 131.660,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.4m (44.0ft),  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: 53.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.3 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: Somewhat better than minimum adequacy,  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: 6813,  Location: 0.5 Mi W of US-180/Deming (Lat: 32.269297,  Lng: -107.768722),  Route carried "on" structure: Interstate 10,  Year Built: 1969,  Status: Open,  Structure Length: 3.63m (11.91ft),  Average Daily Traffic: 16,409 (year 2020),  Truck Traffic: 51%,  Average Future Daily Traffic: 23,511 (year 2040),  Design Load: HS 20,  Features Intersected: 8th Steet
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 131.660,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 53.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.3 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: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 6814,  Location: Jct. US-180 and I-10 (Lat: 32.270306,  Lng: -107.758992),  Route carried "on" structure: Interstate 10,  Year Built: 1969,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 5.58m (18.31ft),  Average Daily Traffic: 14,376 (year 2020),  Truck Traffic: 51%,  Average Future Daily Traffic: 20,599 (year 2040),  Design Load: HS 20,  Features Intersected: US-180 NBL and SBL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 132.449,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.7m (38.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.7m (90.9ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Fair,  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: Somewhat better than minimum adequacy,  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: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 6815,  Location: Junction I-10/US-180 (Lat: 32.270486,  Lng: -107.759042),  Route carried "on" structure: Interstate 10,  Year Built: 1969,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 14,376 (year 2020),  Truck Traffic: 51%,  Average Future Daily Traffic: 20,599 (year 2040),  Design Load: HS 20,  Features Intersected: US-180 NBL and SBL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 132.449,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.7m (38.4ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.7m (90.9ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Fair,  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: Somewhat better than minimum adequacy,  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: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 6816,  Location: 0.3 Mi E Jct US-180/I-10 (Lat: 32.271081,  Lng: -107.752728),  Route carried "on" structure: Interstate 10,  Year Built: 1969,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 3.57m (11.71ft),  Average Daily Traffic: 16,764 (year 2020),  Truck Traffic: 51%,  Average Future Daily Traffic: 24,020 (year 2040),  Design Load: HS 20,  Features Intersected: FL4336/Pearl Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 133.028,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 50.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.0 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,  Length Of Structure Improvement: 3.54m (11.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $249,000,  Roadway Improvement Cost: $24,000,  Total Project Cost: $374,000 ( 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: 6817,  Location: 0.3 Mi E of Jct US-180 (Lat: 32.271256,  Lng: -107.752761),  Route carried "on" structure: Interstate 10,  Year Built: 1969,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 3.57m (11.71ft),  Average Daily Traffic: 16,764 (year 2020),  Truck Traffic: 51%,  Average Future Daily Traffic: 24,020 (year 2040),  Design Load: HS 20,  Features Intersected: FL4336/Pearl Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 133.028,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.4m (44.0ft),  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: 55.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.0 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,  Length Of Structure Improvement: 3.57m (11.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $431,000,  Roadway Improvement Cost: $43,000,  Total Project Cost: $646,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 6818,  Location: 1.4 M E JCT I-10/US-180 (Lat: 32.273172,  Lng: -107.735706),  Route carried "on" structure: Interstate 10,  Year Built: 1969,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 5.88m (19.29ft),  Average Daily Traffic: 18,933 (year 2020),  Truck Traffic: 51%,  Average Future Daily Traffic: 27,128 (year 2040),  Design Load: HS 20,  Features Intersected: Abandoned R/R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 134.654,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.7m (38.4ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 78.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.6 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 6819,  Location: 1.4 M E JCT I-10/US-180 (Lat: 32.273325,  Lng: -107.735928),  Route carried "on" structure: Interstate 10,  Year Built: 1969,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 6.42m (21.06ft),  Average Daily Traffic: 18,933 (year 2020),  Truck Traffic: 51%,  Average Future Daily Traffic: 27,128 (year 2040),  Design Load: HS 20,  Features Intersected: Abandoned UP R/R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 134.976,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.8m (38.7ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.1m (79.1ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 78.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.9 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 682,  Location: 2.6 M E JCT I-10/ US-180 (Lat: 32.276036,  Lng: -107.713222),  Route carried "on" structure: State highway 22,  Year Built: 1967,  Status: Open,  Structure Length: 7.68m (25.20ft),  Average Daily Traffic: 1,093 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 3,279 (year 2040),  Design Load: HS 20,  Features Intersected: I-10 EBL and WBL,  Facility Carried by Structure: Loop-0002-2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.759,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.7m (31.8ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 43.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.1 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 7.68m (25.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $773,000,  Roadway Improvement Cost: $77,000,  Total Project Cost: $1,159,000,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 7984,  Location: 1.0 MI N OF I-10 (Lat: 32.283300,  Lng: -107.761200),  Route carried "on" structure: US 180,  Year Built: 1980,  Status: Open,  Structure Length: 1.09m (3.58ft),  Average Daily Traffic: 9,928 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 1,399 (year 2040),  Design Load: HS 20,  Features Intersected: MIMBRES RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 263.163,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Skew: 3 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: 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.10m (3.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $239,000,  Roadway Improvement Cost: $23,000,  Total Project Cost: $359,000 ( Estimate for 2030)
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Structure Number: 9625,  Location: 23.9 Mi E Loop-22/Deming (Lat: 32.225069,  Lng: -107.318656),  Route carried "on" structure: State highway 549,  Year Built: 2016,  Status: Open,  Structure Length: 8.81m (28.90ft),  Average Daily Traffic: 722 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 621 (year 2040),  Design Load: HS 20,  Features Intersected: Union Pacific R/R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.463,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 0.0m,  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Inventory Rating: 54.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 681,  Location: West Deming Interchange (Lat: 32.268100,  Lng: -107.777000),  Route carried "under" structure: State highway 22,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 743 (year 2020),  Truck Traffic: 16%,  Features Intersected: I-10 Ramp Loop 002-2,  Facility Carried by Structure: I-10 EBl
Minimum Vertical Clearance: 4.91m (16.11ft),  Kilometerpoint: 0.002,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.1m (52.8ft)

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Structure Number: 6811,  Location: West Deming Interchange (Lat: 32.268194,  Lng: -107.777242),  Route carried "under" structure: State highway 22,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 743 (year 2020),  Truck Traffic: 16%,  Features Intersected: Loop 002-2,  Facility Carried by Structure: I-10 WBL
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 0.002,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.1m (52.8ft)

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Structure Number: 6812,  Location: 0.5 MI W OF US-180/I-10 (Lat: 32.269108,  Lng: -107.768725),  Route carried "under" structure: City street 5339,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 284 (year 2020),  Truck Traffic: 7%,  Features Intersected: 8th Street,  Facility Carried by Structure: I-10 EBL
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 0.192,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 13.4m (44.0ft)

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Structure Number: 6813,  Location: 0.5 Mi W of US-180/Deming (Lat: 32.269297,  Lng: -107.768722),  Route carried "under" structure: City street 5339,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 284 (year 2020),  Truck Traffic: 7%,  Features Intersected: 8th Steet,  Facility Carried by Structure: I-10 WBL
Minimum Vertical Clearance: 4.82m (15.81ft),  Kilometerpoint: 0.192,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 13.4m (44.0ft)

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Structure Number: 6814,  Location: Jct. US-180 and I-10 (Lat: 32.270306,  Lng: -107.758992),  Route carried "under" structure: US 180,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 7,018 (year 2020),  Truck Traffic: 7%,  Features Intersected: US-180 NBL and SBL,  Facility Carried by Structure: I-10 EBL
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 263.128,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.7m (90.9ft)

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Structure Number: 6815,  Location: Junction I-10/US-180 (Lat: 32.270486,  Lng: -107.759042),  Route carried "under" structure: US 180,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 7,018 (year 2020),  Truck Traffic: 7%,  Features Intersected: US-180 NBL and SBL,  Facility Carried by Structure: I-10 WBL
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 263.208,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.7m (90.9ft)

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Structure Number: 6816,  Location: 0.3 Mi E Jct US-180/I-10 (Lat: 32.271081,  Lng: -107.752728),  Route carried "under" structure: City street 4336,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 1,799 (year 2020),  Truck Traffic: 7%,  Features Intersected: FL4336/Pearl Street,  Facility Carried by Structure: I-10 EBL
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 1.603,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 13.4m (44.0ft)

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Structure Number: 6817,  Location: 0.3 Mi E of Jct US-180 (Lat: 32.271256,  Lng: -107.752761),  Route carried "under" structure: City street 4336,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 1,799 (year 2020),  Truck Traffic: 7%,  Features Intersected: FL4336/Pearl Street,  Facility Carried by Structure: I-10 WBL
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 1.448,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 13.4m (44.0ft)

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Structure Number: 682,  Location: 2.6 M E JCT I-10/ US-180 (Lat: 32.276036,  Lng: -107.713222),  Route carried "under" structure: Interstate 10,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 17,083 (year 2020),  Truck Traffic: 51%,  Features Intersected: I-10 EBL and WBL,  Facility Carried by Structure: Loop-0002-2
Minimum Vertical Clearance: 4.94m (16.21ft),  Kilometerpoint: 136.794,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.9m (75.1ft)

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Structure Number: 6821,  Location: 0.02 MI N OF JCT I-10 (Lat: 32.271333,  Lng: -107.759161),  Route carried "under" structure: US 180,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 12,855 (year 2020),  Truck Traffic: 7%,  Features Intersected: US-180,  Facility Carried by Structure: RAILROAD
Minimum Vertical Clearance: 4.91m (16.11ft),  Kilometerpoint: 264.335,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 12.8m (42.0ft)

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Structure Number: 6822,  Location: 0.03 MI N OF I-10 (Lat: 32.271686,  Lng: -107.759222),  Route carried "under" structure: US 180,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 12,855 (year 2020),  Truck Traffic: 7%,  Features Intersected: US-180,  Facility Carried by Structure: RAILROAD
Minimum Vertical Clearance: 4.94m (16.21ft),  Kilometerpoint: 0.002,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 13.0m (42.7ft)

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