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

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Structure Number: 1773,  Location: Coal Ave Over RR and 1st (Lat: 35.079978,  Lng: -106.647347),  Route carried "on" structure: City street 4028,  Year Built: 1936,  Year Reconstructed: 1978,  Status: Open,  Structure Length: 27.89m (91.50ft),  Average Daily Traffic: 4,273 (year 2020),  Average Future Daily Traffic: 10,611 (year 2040),  Design Load: HS 20,  Features Intersected: 1st St & NMRX,  Facility Carried by Structure: Coal Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.111,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 15,  Length of Maximum Span: 24.7m (81.0ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 71.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 27.89m (91.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $2,421,000,  Roadway Improvement Cost: $242,000,  Total Project Cost: $3,631,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 2358,  Location: 15.8 MI S OF US-389/CARRI (Lat: 33.479767,  Lng: -106.055550),  Route carried "on" structure: US 54,  Year Built: 1939,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 1.00m (3.28ft),  Average Daily Traffic: 1,749 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 1,350 (year 2040),  Design Load: H 15,  Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 173.254,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 1.8m (5.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 37.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 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 desirable criteria,  Length Of Structure Improvement: 0.94m (3.08ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $51,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $77,000 ( Estimate for 2020)

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Structure Number: 5751,  Location: 4.1 MI N OF JCT I-40 (Lat: 35.146883,  Lng: -106.589711),  Route carried "on" structure: Interstate 2523,  Year Built: 1955,  Status: Open,  Structure Length: 4.21m (13.81ft),  Average Daily Traffic: 11,551 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 15,254 (year 2038),  Design Load: HS 20,  Features Intersected: BEAR CANYON ARROYO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 372.206,  Lanes on structure: 14,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 37.8m (124.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 13,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 45.4 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 desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022

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Structure Number: 5752,  Location: 0.50 MI S PASEO DEL NORTE (Lat: 35.165292,  Lng: -106.585764),  Route carried "on" structure: Interstate 25,  Year Built: 1955,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 126,529 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 233,170 (year 2040),  Design Load: HS 20,  Features Intersected: NORTH PINO ARROYO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 372.273,  Lanes on structure: 14,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 37.8m (124.0ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Fair,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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: 5754,  Location: 0.3 MI N /PASEO DEL NORTE (Lat: 35.180158,  Lng: -106.582128),  Route carried "on" structure: Interstate 2523,  Year Built: 1955,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 12,354 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 16,314 (year 2038),  Design Load: HS 20,  Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 373.786,  Lanes on structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 30.5m (100.1ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 48.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.19m (3.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $549,000,  Roadway Improvement Cost: $54,000,  Total Project Cost: $824,000 ( Estimate for 2030)

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Structure Number: 5989,  Location: 0.5 Mi S of Jct I-25/I-40 (Lat: 35.093556,  Lng: -106.633569),  Route carried "on" structure: Interstate 25,  Year Built: 1959,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 173,343 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 319,440 (year 2040),  Design Load: HS 20,  Features Intersected: Mountain Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 362.698,  Lanes on structure: 5,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.7m (81.0ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 24.7m (81.0ft),  Out-to-Out Width: 25.0m (82.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 33.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.12m (16.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $580,000,  Roadway Improvement Cost: $68,000,  Total Project Cost: $880,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 599,  Location: 0.5 Mi S of Jct I-25/I-40 (Lat: 35.093661,  Lng: -106.633842),  Route carried "on" structure: Interstate 25,  Year Built: 1959,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 173,343 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 319,440 (year 2040),  Design Load: HS 20,  Features Intersected: Mountain Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 362.698,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 28.2m (92.5ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 28.2m (92.5ft),  Out-to-Out Width: 29.0m (95.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 47.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 6065,  Location: 1.15 MI N OF CANDELARIA (Lat: 35.147258,  Lng: -106.586342),  Route carried "on" structure: City street 25,  Year Built: 1958,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 30,490 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 42,907 (year 2040),  Design Load: HS 20,  Features Intersected: BEAR CANYON ARROYO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.316,  Lanes on structure: 20,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021

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Structure Number: 6102,  Location: 8.1 Mi E of Jct I-25/I-40 (Lat: 35.069581,  Lng: -106.496828),  Route carried "on" structure: Interstate 40,  Year Built: 1959,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 7.13m (23.39ft),  Average Daily Traffic: 57,978 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 106,842 (year 2040),  Design Load: HS 20,  Features Intersected: NM-556/Tramway Blvd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 269.565,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.1m (59.4ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 18.0m (59.1ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 53.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.04m (23.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $750,000,  Roadway Improvement Cost: $80,000,  Total Project Cost: $1,130,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 6103,  Location: 8.1 M E Jct I-40/I-25 (Lat: 35.069469,  Lng: -106.496914),  Route carried "on" structure: Interstate 40,  Year Built: 1959,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 7.13m (23.39ft),  Average Daily Traffic: 57,978 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 106,842 (year 2040),  Design Load: HS 20,  Features Intersected: NM-556/Tramway Blvd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 269.565,  Lanes on structure: 3,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 18.1m (59.4ft),  Out-to-Out Width: 18.4m (60.4ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 53.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.04m (23.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $790,000,  Roadway Improvement Cost: $84,000,  Total Project Cost: $1,190,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 6104,  Location: 8.3 M E Jct 1-40/I-25 (Lat: 35.068347,  Lng: -106.493617),  Route carried "on" structure: Interstate 40,  Year Built: 1959,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 6.80m (22.31ft),  Average Daily Traffic: 57,978 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 106,842 (year 2040),  Design Load: HS 20,  Features Intersected: Central Ave.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 269.871,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Skew: 24 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 17.6m (57.7ft),  Out-to-Out Width: 19.0m (62.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.77m (22.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $730,000,  Roadway Improvement Cost: $88,000,  Total Project Cost: $1,110,000 ( Estimate for 2030),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 6105,  Location: 8.3 Mi E of Jct I-25/I-40 (Lat: 35.068286,  Lng: -106.493831),  Route carried "on" structure: Interstate 40,  Year Built: 1959,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 6.80m (22.31ft),  Average Daily Traffic: 57,978 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 106,842 (year 2040),  Design Load: HS 20,  Features Intersected: Central Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 269.871,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Skew: 24 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 17.9m (58.7ft),  Out-to-Out Width: 18.4m (60.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 55.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.4 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.77m (22.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $730,000,  Roadway Improvement Cost: $88,000,  Total Project Cost: $1,110,000 ( Estimate for 2030),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 6147,  Location: Jct I-25/I-40 (Lat: 35.085256,  Lng: -106.636053),  Route carried "on" structure: Interstate 25,  Year Built: 1961,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 173,343 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 319,440 (year 2040),  Design Load: HS 20,  Features Intersected: Dr Martin L King Jr Dr
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 361.732,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.0m (62.3ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 21.1m (69.2ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 60.1 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: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 5.79m (19.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $515,000,  Roadway Improvement Cost: $51,000,  Total Project Cost: $772,000 ( Estimate for 2030),  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: 6148,  Location: Jct of I-25/I-40 (Lat: 35.085297,  Lng: -106.636253),  Route carried "on" structure: Interstate 25,  Year Built: 1961,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 5.70m (18.70ft),  Average Daily Traffic: 173,343 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 319,440 (year 2040),  Design Load: HS 20,  Features Intersected: Dr Martin L. King Ave.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 361.732,  Lanes on structure: 8,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.0m (62.3ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.3m (92.8ft),  Curb-To-Curb Width: 21.1m (69.2ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 60.1 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: High priority of replacement,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 5.79m (19.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $529,000,  Roadway Improvement Cost: $53,000,  Total Project Cost: $794,000 ( 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: 6149,  Location: I-25 over Central Avenue (Lat: 35.082681,  Lng: -106.636556),  Route carried "on" structure: Interstate 25,  Year Built: 1961,  Year Reconstructed: 1967,  Status: Open,  Structure Length: 6.16m (20.21ft),  Average Daily Traffic: 159,728 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 294,350 (year 2040),  Design Load: HS 20,  Features Intersected: Central Avenue-FL4016
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 361.459,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.4m (103.0ft),  Curb-To-Curb Width: 16.9m (55.4ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 62.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.16m (20.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $604,000,  Roadway Improvement Cost: $60,000,  Total Project Cost: $906,000 ( Estimate for 2030),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 615,  Location: I-25 Over Central Avenue (Lat: 35.082700,  Lng: -106.636714),  Route carried "on" structure: Interstate 25,  Year Built: 1961,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 6.16m (20.21ft),  Average Daily Traffic: 159,728 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 294,350 (year 2040),  Design Load: HS 20,  Features Intersected: Central Avenue-FL4016
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 361.459,  Lanes on structure: 4,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.4m (103.0ft),  Curb-To-Curb Width: 26.2m (86.0ft),  Out-to-Out Width: 26.2m (86.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 61.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.9 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: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.16m (20.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $2,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $30,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 6178,  Location: 0.3 MI E Bio Park (Lat: 35.093353,  Lng: -106.677936),  Route carried "on" structure: City street 4016,  Year Built: 1935,  Year Reconstructed: 1954,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 22,727 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 31,983 (year 2040),  Design Load: H 15,  Features Intersected: Alameda Drain,  Facility Carried by Structure: Central Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.431,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 24 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.1 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: January 2022

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Structure Number: 6201,  Location: 1.4 M S Jct I-25/I-40 (Lat: 35.079708,  Lng: -106.637131),  Route carried "on" structure: Interstate 25,  Year Built: 1961,  Year Reconstructed: 1967,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 141,660 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 261,054 (year 2040),  Design Load: HS 20,  Features Intersected: Lead Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 361.105,  Lanes on structure: 3,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.1m (62.7ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 53.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.63m (15.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $412,000,  Roadway Improvement Cost: $41,000,  Total Project Cost: $618,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 6202,  Location: 1.4 M S Jct I-40/I-25 (Lat: 35.079733,  Lng: -106.637286),  Route carried "on" structure: Interstate 25,  Year Built: 1961,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 141,660 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 261,054 (year 2040),  Design Load: HS 20,  Features Intersected: Lead Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 361.105,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.8m (71.5ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 28.7m (94.2ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 53.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.63m (15.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $718,000,  Roadway Improvement Cost: $71,000,  Total Project Cost: $1,077,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 6203,  Location: 1.5 MI S of Jct I-25/I-40 (Lat: 35.078739,  Lng: -106.637325),  Route carried "on" structure: Interstate 25,  Year Built: 1961,  Year Reconstructed: 1967,  Status: Open,  Structure Length: 4.54m (14.90ft),  Average Daily Traffic: 141,660 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 261,054 (year 2040),  Design Load: HS 20,  Features Intersected: Coal Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 361.008,  Lanes on structure: 3,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.0m (52.5ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 15.6m (51.2ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 53.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.60m (15.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $408,000,  Roadway Improvement Cost: $40,000,  Total Project Cost: $612,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 6204,  Location: Jct of I-25/Coal Avenue (Lat: 35.078758,  Lng: -106.637486),  Route carried "on" structure: Interstate 25,  Year Built: 1961,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 4.59m (15.06ft),  Average Daily Traffic: 141,660 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 261,054 (year 2040),  Design Load: HS 20,  Features Intersected: Coal Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 361.008,  Lanes on structure: 3,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 19.2m (63.0ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 53.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 6228,  Location: 3.2 M N Jct I-25/NM-500 (Lat: 35.069811,  Lng: -106.639461),  Route carried "on" structure: Interstate 25,  Year Built: 1961,  Year Reconstructed: 1967,  Status: Open,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 126,999 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 234,036 (year 2040),  Design Load: HS 20,  Features Intersected: Avenida Cesar Chavez
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 359.946,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.64m (18.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $501,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $752,000 ( Estimate for 2030),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 6229,  Location: 3.2 M N Jct I-25/NM-500 (Lat: 35.069806,  Lng: -106.639619),  Route carried "on" structure: Interstate 25,  Year Built: 1961,  Year Reconstructed: 1967,  Status: Open,  Structure Length: 5.61m (18.41ft),  Average Daily Traffic: 126,999 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 234,036 (year 2040),  Design Load: HS 20,  Features Intersected: Avenida Cesar Chavez
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 359.946,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.6m (51.2ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 15.6m (51.2ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 5.61m (18.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $512,000,  Roadway Improvement Cost: $51,000,  Total Project Cost: $768,000 ( Estimate for 2030),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 623,  Location: 2.5 M N Jct I-25/NM-500 (Lat: 35.059625,  Lng: -106.638150),  Route carried "on" structure: Interstate 25,  Year Built: 1961,  Status: Open,  Structure Length: 5.94m (19.49ft),  Average Daily Traffic: 102,070 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 188,097 (year 2040),  Design Load: HS 20,  Features Intersected: Gibson Blvd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 358.803,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 18.1m (59.4ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Serious,  Operating Rating: 52.2 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: High priority of corrective action,  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: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 6231,  Location: 2.5 M N Jct I-25/NM-500 (Lat: 35.059636,  Lng: -106.638308),  Route carried "on" structure: Interstate 25,  Year Built: 1961,  Year Reconstructed: 1967,  Status: Open,  Structure Length: 5.94m (19.49ft),  Average Daily Traffic: 102,070 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 188,097 (year 2040),  Design Load: HS 20,  Features Intersected: Gibson Blvd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 358.803,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.6m (54.5ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 16.6m (54.5ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 6261,  Location: I-25/Montgomery Blvd (Lat: 35.132717,  Lng: -106.609794),  Route carried "on" structure: City street 4018,  Year Built: 1961,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 6.86m (22.51ft),  Average Daily Traffic: 35,665 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 50,188 (year 2040),  Design Load: HS 20,  Features Intersected: I-25 NB/SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.250,  Lanes on structure: 6,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.7m (64.6ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.6m (74.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 25.4m (83.3ft),  Out-to-Out Width: 27.1m (88.9ft)

Condition: Deck: Good,  Superstructure: Poor,  Substructure: Satisfactory,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 6.86m (22.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $979,000,  Roadway Improvement Cost: $97,000,  Total Project Cost: $1,468,000 ( 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: 627,  Location: 0.60 M W Jct Lead Ave (Lat: 35.081000,  Lng: -106.647200),  Route carried "on" structure: City street 4030,  Year Built: 1961,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 18.36m (60.24ft),  Average Daily Traffic: 11,113 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 9,464 (year 2038),  Design Load: HS 20,  Features Intersected: First Street/NMRX,  Facility Carried by Structure: Lead Avenue WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.624,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.8m (45.3ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 24.1m (79.1ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 45.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.8 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 18.38m (60.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $1,737,000,  Roadway Improvement Cost: $173,000,  Total Project Cost: $2,606,000 ( Estimate for 2030),  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: 6301,  Location: 6.2 MI E JCT I-40/I-25 (Lat: 35.081408,  Lng: -106.527378),  Route carried "on" structure: Interstate 40,  Year Built: 1960,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 75,075 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 138,349 (year 2040),  Design Load: HS 20,  Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 266.668,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 8 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 43.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: April 2021

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Structure Number: 6302,  Location: LOMAS/I40 INTCHG (Lat: 35.086989,  Lng: -106.539867),  Route carried "on" structure: City street 4164,  Year Built: 1960,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 260 (year 2020),  Average Future Daily Traffic: 475 (year 2040),  Design Load: HS 20,  Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.148,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 55.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022

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Structure Number: 6303,  Location: 5.2 MI E OF JCT I-25 (Lat: 35.086900,  Lng: -106.541800),  Route carried "on" structure: Interstate 40,  Year Built: 1960,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 117,339 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 216,235 (year 2040),  Design Load: HS 20,  Features Intersected: EMBUDO ARROYO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 265.003,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 17 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 38.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022

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Structure Number: 6304,  Location: 5.1 MI E OF JCT I-25 (Lat: 35.087617,  Lng: -106.544681),  Route carried "on" structure: Interstate 40,  Year Built: 1960,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 117,339 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 216,235 (year 2040),  Design Load: HS 20,  Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 264.851,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 15 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 38.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022

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Structure Number: 6325,  Location: 3.1 M N of NM-500/ALBQ (Lat: 35.067806,  Lng: -106.639197),  Route carried "on" structure: Interstate 25,  Year Built: 1961,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 102,070 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 188,097 (year 2040),  Design Load: HS 20,  Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 359.785,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 30.5m (100.1ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021

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Structure Number: 6326,  Location: 2.6 MI N OF NM-500/ALBUQ (Lat: 35.061108,  Lng: -106.638339),  Route carried "on" structure: Interstate 25,  Year Built: 1961,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 102,070 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 188,097 (year 2040),  Design Load: HS 20,  Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 358.884,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 33.1m (108.6ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 51.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to 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: November 2020

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Structure Number: 6333,  Location: 1.0 Mi E of Jct I-25 (Lat: 35.087369,  Lng: -106.617853),  Route carried "on" structure: City street 4040,  Year Built: 1962,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 16,808 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 33,690 (year 2040),  Design Load: HS 20,  Features Intersected: North Diversion Channel
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 10,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 25.5m (83.7ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.82m (2.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $1,209,000,  Roadway Improvement Cost: $120,000,  Total Project Cost: $1,813,000 ( Estimate for 2030)

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Structure Number: 6347,  Location: 3.8 MI E Jct I-40/I-25 (Lat: 35.095639,  Lng: -106.563850),  Route carried "on" structure: Interstate 40,  Year Built: 1962,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 140,130 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 258,235 (year 2040),  Design Load: HS 20,  Features Intersected: EMBUDO ARROYO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 262.806,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 10 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: Fair,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.19m (3.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $585,000,  Roadway Improvement Cost: $58,000,  Total Project Cost: $877,000 ( Estimate for 2030)

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Structure Number: 6355,  Location: 4.3 Mi S Jct I-25/I-40 (Lat: 35.040531,  Lng: -106.637792),  Route carried "on" structure: Interstate 25,  Year Built: 1963,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 74,956 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 138,131 (year 2040),  Design Load: HS 20,  Features Intersected: BNSF R/R Spur
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 356.695,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.9m (39.0ft),  Curb-To-Curb Width: 17.6m (57.7ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 43.7 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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 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: 6356,  Location: 4.3 M S Jct I-25/ I-40 (Lat: 35.040514,  Lng: -106.638236),  Route carried "on" structure: Interstate 25,  Year Built: 1963,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 74,956 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 138,131 (year 2040),  Design Load: HS 20,  Features Intersected: BNSF R/R Spur
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 356.695,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.0m (39.4ft),  Curb-To-Curb Width: 17.8m (58.4ft),  Out-to-Out Width: 18.7m (61.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 43.7 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: Equal to present minimum criteria,  Deck Geometry: Better than 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: August 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: 6425,  Location: 0.05 MN Cutler ave/Jeff (Lat: 35.104022,  Lng: -106.590403),  Route carried "on" structure: Interstate 40,  Year Built: 1963,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 168,197 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 309,956 (year 2040),  Design Load: HS 20,  Features Intersected: EMBUDO ARROYO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 260.062,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021

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Structure Number: 6426,  Location: San Pedro Blvd. over I-40 (Lat: 35.102397,  Lng: -106.577597),  Route carried "on" structure: City street 4053,  Year Built: 1963,  Status: Open,  Structure Length: 0.87m (2.85ft),  Average Daily Traffic: 12,185 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 13,649 (year 2040),  Design Load: HS 20,  Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.892,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.7m (48.2ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 43.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.79m (2.59ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $156,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $234,000 ( Estimate for 2030)

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Structure Number: 6427,  Location: 2.4 MI E OF I-25 (Lat: 35.101467,  Lng: -106.579047),  Route carried "on" structure: Interstate 40,  Year Built: 1963,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 168,197 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 309,956 (year 2040),  Design Load: HS 20,  Features Intersected: Unnamed Waterway
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 261.269,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Fair,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.94m (3.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $288,000,  Roadway Improvement Cost: $28,000,  Total Project Cost: $432,000 ( Estimate for 2030)

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Structure Number: 6428,  Location: 2.0 MI N OF JCT I-25/I-40 (Lat: 35.127103,  Lng: -106.618533),  Route carried "on" structure: Interstate 25,  Year Built: 1963,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 184,732 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 340,429 (year 2040),  Design Load: HS 20,  Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 366.753,  Lanes on structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 40.8m (133.9ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 43.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020