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

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Structure Number: 401-1283,  Location: Soccoro at Otero Ave East (Lat: 34.061508,  Lng: -106.876536),  Route carried "on" structure: ServiceFederal lands road ,  Year Built: 1986,  Status: Open,  Structure Length: 2.51m (8.23ft),  Average Daily Traffic: 30 (year 2008),  Average Future Daily Traffic: 30 (year 2035),  Design Load: HS 20,  Features Intersected: Low Flow Cannal,  Facility Carried by Structure: Gravel Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Bureau of Reclamation,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.4m (21.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 55.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.3 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: High priority of corrective action,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 3196,  Location: 7.6 MI N OF JCT US-380 (Lat: 34.017728,  Lng: -106.895406),  Route carried "on" structure: State highway 1,  Year Built: 1939,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 1,232 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,824 (year 2040),  Design Load: H 15,  Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 95.836,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.9m (22.6ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 1.8m (5.9ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.04m (3.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $12,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $14,000

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Structure Number: 5838,  Location: 4.8 M N Jct NM-408/I-25 (Lat: 34.225611,  Lng: -106.919278),  Route carried "on" structure: Interstate 25,  Year Built: 1958,  Status: Open,  Structure Length: 4.66m (15.29ft),  Average Daily Traffic: 4,800 (year 2020),  Truck Traffic: 37%,  Average Future Daily Traffic: 8,217 (year 2040),  Design Load: HS 20,  Features Intersected: San Lorenzo Arroyo
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 259.024,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 10.1m (33.1ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 54.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 6079,  Location: 0.4 MI NW US-60/SOCORRO (Lat: 34.060828,  Lng: -106.897489),  Route carried "on" structure: County highway 53001,  Year Built: 1958,  Status: Open,  Structure Length: 0.62m (2.03ft),  Average Daily Traffic: 487 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 793 (year 2040),  Design Load: H 15,  Features Intersected: UNNAMED WATERWAY,  Facility Carried by Structure: 53-Z001
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.013,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Poor,  Culverts: Poor,  Operating Rating: 58.8 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.10m (20.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $200,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $300,000 ( Estimate for 2030)

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Structure Number: 6319,  Location: 10.2 MI N OF US-380 (Lat: 34.063386,  Lng: -106.892258),  Route carried "on" structure: State highway 12,  Year Built: 1939,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 10,690 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 15,043 (year 2040),  Design Load: H 15,  Features Intersected: SOCORRO CANYON
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.800,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.3m (56.8ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 1.7m (5.6ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 52.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020

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Structure Number: 6358,  Location: 7.2 Mi W Jct US-60/I-25 (Lat: 34.006164,  Lng: -106.987556),  Route carried "on" structure: US 60,  Year Built: 1962,  Status: Open,  Structure Length: 4.82m (15.81ft),  Average Daily Traffic: 3,937 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 3,038 (year 2040),  Design Load: HS 20,  Features Intersected: Bear Canyon
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 212.353,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.9m (29.2ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 59.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.82m (15.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $244,000,  Roadway Improvement Cost: $24,000,  Total Project Cost: $366,000 ( Estimate for 2030),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 7022,  Location: 8 M N Jct I-25/ US-380 (Lat: 34.032753,  Lng: -106.891478),  Route carried "on" structure: Interstate 25,  Year Built: 1971,  Status: Open,  Structure Length: 6.31m (20.70ft),  Average Daily Traffic: 7,904 (year 2020),  Truck Traffic: 37%,  Average Future Daily Traffic: 13,531 (year 2040),  Design Load: HS 20,  Features Intersected: Matanza Arroyo
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 237.040,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.4m (37.4ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 53.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.8 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 7023,  Location: 8.0 M N Jct I-25/ US-380 (Lat: 34.032683,  Lng: -106.891719),  Route carried "on" structure: Interstate 25,  Year Built: 1971,  Status: Open,  Structure Length: 6.31m (20.70ft),  Average Daily Traffic: 7,904 (year 2020),  Truck Traffic: 37%,  Average Future Daily Traffic: 13,531 (year 2040),  Design Load: HS 20,  Features Intersected: Matanza Arroyo
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 237.040,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.5m (37.7ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 53.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  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: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 7024,  Location: 8.6 Mi N of Jct US-380 (Lat: 34.041106,  Lng: -106.889208),  Route carried "on" structure: City street 12,  Year Built: 1970,  Status: Open,  Structure Length: 9.17m (30.09ft),  Average Daily Traffic: 1,854 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,609 (year 2040),  Design Load: HS 20,  Features Intersected: I-25 NB and SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.274,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 24 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 31.7m (104.0ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 54.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 9.17m (30.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $802,000,  Roadway Improvement Cost: $80,000,  Total Project Cost: $1,203,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 7025,  Location: 9.4 Mi N Jct US-380/I-25 (Lat: 34.052019,  Lng: -106.887206),  Route carried "on" structure: Interstate 25,  Year Built: 1970,  Status: Open,  Structure Length: 5.06m (16.60ft),  Average Daily Traffic: 9,827 (year 2020),  Truck Traffic: 51%,  Average Future Daily Traffic: 14,080 (year 2040),  Design Load: HS 20,  Features Intersected: BNSF Railroad
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 239.261,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.7m (38.4ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.5m (77.1ft),  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: 26.9 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 7026,  Location: 9.4 Mi N Jct I-25/US-380 (Lat: 34.051981,  Lng: -106.887433),  Route carried "on" structure: Interstate 25,  Year Built: 1970,  Status: Open,  Structure Length: 5.06m (16.60ft),  Average Daily Traffic: 9,827 (year 2020),  Truck Traffic: 51%,  Average Future Daily Traffic: 14,080 (year 2040),  Design Load: HS 20,  Features Intersected: BNSF Railroad
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 239.261,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.8m (38.7ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.5m (77.1ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 53.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.9 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,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 7027,  Location: 9.8 Mi N Jct US-380/I-25 (Lat: 34.057778,  Lng: -106.887344),  Route carried "on" structure: Interstate 25,  Year Built: 1970,  Status: Open,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 9,827 (year 2020),  Truck Traffic: 51%,  Average Future Daily Traffic: 14,080 (year 2040),  Design Load: HS 20,  Features Intersected: Manzanares Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 239.905,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.0m (39.4ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 65.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.41m (11.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $413,000,  Roadway Improvement Cost: $41,000,  Total Project Cost: $619,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 7028,  Location: 9.8 MI N JCT US-380/I-25 (Lat: 34.057764,  Lng: -106.887567),  Route carried "on" structure: Interstate 25,  Year Built: 1970,  Status: Open,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 9,827 (year 2020),  Truck Traffic: 51%,  Average Future Daily Traffic: 14,080 (year 2040),  Design Load: HS 20,  Features Intersected: Manzanares Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 239.905,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.0m (39.4ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  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: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.1 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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 7029,  Location: 10.0 Mi N Jct US-380/I-25 (Lat: 34.060800,  Lng: -106.887742),  Route carried "on" structure: Interstate 25,  Year Built: 1970,  Status: Open,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 9,827 (year 2020),  Truck Traffic: 51%,  Average Future Daily Traffic: 14,080 (year 2040),  Design Load: HS 20,  Features Intersected: Otero Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 240.259,  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: 15.2m (49.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 65.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 703,  Location: 10.0 MI N JCT US-380/I-25 (Lat: 34.060783,  Lng: -106.887961),  Route carried "on" structure: Interstate 25,  Year Built: 1970,  Status: Open,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 9,827 (year 2020),  Truck Traffic: 51%,  Average Future Daily Traffic: 14,080 (year 2040),  Design Load: HS 20,  Features Intersected: Otero Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 240.259,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.3m (40.4ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 65.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 7031,  Location: 6.0 M S Jct I-25/NM-408 (Lat: 34.073419,  Lng: -106.891661),  Route carried "on" structure: State highway 2042,  Year Built: 1970,  Status: Open,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 1,858 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 3,028 (year 2040),  Design Load: HS 20,  Features Intersected: I-25 NB/SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.048,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.6m (31.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.3m (73.2ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 6.46m (21.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $334,000,  Roadway Improvement Cost: $33,000,  Total Project Cost: $502,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 7032,  Location: 11.2 M N Jct I-25/ US-380 (Lat: 34.076342,  Lng: -106.893256),  Route carried "on" structure: State highway 12,  Year Built: 1970,  Status: Open,  Structure Length: 9.17m (30.09ft),  Average Daily Traffic: 10,690 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 15,043 (year 2040),  Design Load: HS 20,  Features Intersected: I-25 NBL and SBL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.007,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.7m (48.2ft),  Skew: 24 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 31.7m (104.0ft),  Curb-To-Curb Width: 16.0m (52.5ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 54.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 9.17m (30.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $802,000,  Roadway Improvement Cost: $80,000,  Total Project Cost: $1,203,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 7124,  Location: 9.3 Mi N Jct US-380/I-25 (Lat: 34.050133,  Lng: -106.887417),  Route carried "on" structure: Interstate 25,  Year Built: 1970,  Status: Open,  Structure Length: 4.18m (13.71ft),  Average Daily Traffic: 9,827 (year 2020),  Truck Traffic: 51%,  Average Future Daily Traffic: 14,080 (year 2040),  Design Load: HS 20,  Features Intersected: Cuba Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 239.068,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.0m (42.7ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 7125,  Location: 9.3 Mi N Jct US-380/I-25 (Lat: 34.050236,  Lng: -106.887628),  Route carried "on" structure: Interstate 25,  Year Built: 1970,  Status: Open,  Structure Length: 4.18m (13.71ft),  Average Daily Traffic: 9,827 (year 2020),  Truck Traffic: 51%,  Average Future Daily Traffic: 14,080 (year 2040),  Design Load: HS 20,  Features Intersected: Cuba Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 239.068,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 8324,  Location: 0.6 M S SOCORRO CITY LIM. (Lat: 34.032378,  Lng: -106.894431),  Route carried "on" structure: State highway 1,  Year Built: 1981,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 1,232 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,824 (year 2040),  Design Load: HS 20,  Features Intersected: MATANZA ARROYO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 97.091,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.9m (22.6ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.5m (41.0ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 65.3 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: 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 2020

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Structure Number: 8645,  Location: 0.5 MI W OF JCT US-60 (Lat: 34.051358,  Lng: -106.908975),  Route carried "on" structure: City street 53001,  Year Built: 1989,  Status: Open,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 174 (year 2020),  Average Future Daily Traffic: 287 (year 2040),  Design Load: HS 20,  Features Intersected: FLOOD CONTROL DITCH,  Facility Carried by Structure: 53-Z001
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.8m (35.4ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.1m (33.1ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 67.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum 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: 927,  Location: .5 MI W OF I-25 EXIT 152 (Lat: 34.098100,  Lng: -106.906800),  Route carried "on" structure: County highway 5862,  Year Built: 1998,  Status: Open,  Structure Length: 9.26m (30.38ft),  Average Daily Traffic: 160 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 137 (year 2040),  Design Load: HS 20,  Features Intersected: NOGAL ARROYO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.7m (81.0ft),  Curb-To-Curb Width: 11.2m (36.7ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Serious,  Substructure: Satisfactory,  Channel: Poor,  Operating Rating: 15.0 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 9.1 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 9.26m (30.38ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $1,818,000,  Roadway Improvement Cost: $182,000,  Total Project Cost: $2,137,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 9711,  Location: 2.82 M W Jct US-60/I-25 (Lat: 34.024597,  Lng: -106.921178),  Route carried "on" structure: US 60,  Year Built: 2016,  Status: Open,  Structure Length: 4.69m (15.39ft),  Average Daily Traffic: 1,761 (year 2018),  Truck Traffic: 18%,  Average Future Daily Traffic: 2,326 (year 2038),  Design Load: HS 20,  Features Intersected: Matanza Channel
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 219.321,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.6m (41.3ft),  Skew: 3 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: 12.3m (40.4ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 81.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.33m (14.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 9805,  Location: 1 MI SW OF US-60/BERNARDO (Lat: 34.409508,  Lng: -106.853506),  Route carried "on" structure: County highway 53116,  Year Built: 2018,  Status: Open,  Structure Length: 17.37m (56.99ft),  Average Daily Traffic: 231 (year 2019),  Average Future Daily Traffic: 296 (year 2039),  Design Load: HL 93,  Features Intersected: RIO PUERCO RIVER,  Facility Carried by Structure: 53-0116
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 59.7m (195.9ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 17.31m (56.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $900,000,  Roadway Improvement Cost: $280,000,  Total Project Cost: $1,540,000 ( 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: 9976,  Location: Jcr I-25/NM-408 (Lat: 34.157750,  Lng: -106.918111),  Route carried "on" structure: Interstate 25,  Year Built: 2019,  Status: Open,  Structure Length: 5.00m (16.40ft),  Average Daily Traffic: 5,422 (year 2018),  Average Future Daily Traffic: 8,057 (year 2038),  Design Load: HS 20,  Features Intersected: NM-408
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 251.396,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.5m (70.5ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.4 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: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 7024,  Location: 8.6 Mi N of Jct US-380 (Lat: 34.041106,  Lng: -106.889208),  Route carried "under" structure: Interstate 25,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 8,692 (year 2020),  Truck Traffic: 51%,  Features Intersected: I-25 NB and SB,  Facility Carried by Structure: L-00012
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 238.022,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 31.7m (104.0ft)

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Structure Number: 7027,  Location: 9.8 Mi N Jct US-380/I-25 (Lat: 34.057778,  Lng: -106.887344),  Route carried "under" structure: City street 4859,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 489 (year 2020),  Truck Traffic: 7%,  Features Intersected: Manzanares Street,  Facility Carried by Structure: I-25 NBL
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 0.488,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.2m (49.9ft)

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Structure Number: 7028,  Location: 9.8 MI N JCT US-380/I-25 (Lat: 34.057764,  Lng: -106.887567),  Route carried "under" structure: City street 4859,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 489 (year 2020),  Truck Traffic: 7%,  Features Intersected: Manzanares Street,  Facility Carried by Structure: I-25 SBL
Minimum Vertical Clearance: 4.79m (15.72ft),  Kilometerpoint: 0.488,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.2m (49.9ft)

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Structure Number: 7029,  Location: 10.0 Mi N Jct US-380/I-25 (Lat: 34.060800,  Lng: -106.887742),  Route carried "under" structure: City street 4866,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 2,925 (year 2020),  Truck Traffic: 7%,  Features Intersected: Otero Avenue,  Facility Carried by Structure: I-25 NBL
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 2.575,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.2m (49.9ft)

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Structure Number: 703,  Location: 10.0 MI N JCT US-380/I-25 (Lat: 34.060783,  Lng: -106.887961),  Route carried "under" structure: City street 4866,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 2,925 (year 2020),  Truck Traffic: 7%,  Features Intersected: Otero Avenue,  Facility Carried by Structure: I-25 SBL
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 2.575,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.2m (49.9ft)

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Structure Number: 7031,  Location: 6.0 M S Jct I-25/NM-408 (Lat: 34.073419,  Lng: -106.891661),  Route carried "under" structure: Interstate 25,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 7,936 (year 2020),  Truck Traffic: 51%,  Features Intersected: I-25 NB/SB,  Facility Carried by Structure: FR-2042
Minimum Vertical Clearance: 4.94m (16.21ft),  Kilometerpoint: 241.723,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.3m (73.2ft)

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Structure Number: 7032,  Location: 11.2 M N Jct I-25/ US-380 (Lat: 34.076342,  Lng: -106.893256),  Route carried "under" structure: Interstate 25,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 6,646 (year 2020),  Truck Traffic: 51%,  Features Intersected: I-25 NBL and SBL,  Facility Carried by Structure: L-00012
Minimum Vertical Clearance: 4.91m (16.11ft),  Kilometerpoint: 242.206,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 31.7m (104.0ft)

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Structure Number: 7124,  Location: 9.3 Mi N Jct US-380/I-25 (Lat: 34.050133,  Lng: -106.887417),  Route carried "under" structure: City street 5863,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 543 (year 2020),  Truck Traffic: 7%,  Features Intersected: Cuba Road,  Facility Carried by Structure: I-25 NBL
Minimum Vertical Clearance: 5.06m (16.60ft),  Kilometerpoint: 0.153,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.2m (63.0ft)

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Structure Number: 7125,  Location: 9.3 Mi N Jct US-380/I-25 (Lat: 34.050236,  Lng: -106.887628),  Route carried "under" structure: City street 5863,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 543 (year 2020),  Truck Traffic: 7%,  Features Intersected: Cuba Road,  Facility Carried by Structure: I-25 SBL
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 0.153,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.2m (63.0ft)