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


  • National Bridge Inventory (NBI) Statistics
  • 510Number of bridges
  • 5,338ft / 1,627mTotal length
  • $57,806,000Total costs
  • 22,218,808Total average daily traffic
  • 3,445,429Total average daily truck traffic
  • 18,354,665Total future (year 2036) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for Albuquerque
  • No street view available for this location

New bridges in Albuquerque, NM - historical statistics
  • New bridges - historical statistics
  • 51930-1939
  • 11940-1949
  • 211950-1959
  • 1041960-1969
  • 561970-1979
  • 801980-1989
  • 681990-1999
  • 1622000-2009
  • 132010-2018
Reconstructed bridges in Albuquerque, NM - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 11940-1949
  • 01950-1959
  • 61960-1969
  • 41970-1979
  • 171980-1989
  • 211990-1999
  • 72000-2009
  • 42010-2018
Average Bridge Daily Traffic in Albuquerque, NM
Average Bridge Truck Traffic in Albuquerque, NM
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 54.2%Good
  • 33.8%Satisfactory
  • 11.6%Fair
  • 0.4%Poor
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 0.9%Very good
  • 56.9%Good
  • 27.6%Satisfactory
  • 14.7%Fair
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 52.0%Very good
  • 31.1%Good
  • 13.3%Satisfactory
  • 2.2%Fair
  • 1.3%Poor
  • 0.9%Serious
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 0.5%Very good
  • 61.8%Good
  • 33.0%Satisfactory
  • 3.7%Fair
  • 1.0%Poor
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 1.1%Very good
  • 21.1%Good
  • 47.8%Satisfactory
  • 30.0%Fair
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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: 4,527 (year 2017),  Truck Traffic: 8%,  Average Future Daily Traffic: 3,855 (year 2037),  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: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 1.4m (4.6ft),  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: 1.4m (4.6ft),  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: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 278.90m (915.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2018,  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
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Structure Number: 1773,  Location: Coal Ave Over RR and 1st (Lat: 35.079978,  Lng: -106.647347),  Route carried "under" structure: City street 1000,  Year Built: 1936,  Structure Length: 0. m,  Average Daily Traffic: 923 (year 2017),  Truck Traffic: 3%,  Features Intersected: 1st St & NMRX,  Facility Carried by Structure: Coal Avenue
Minimum Vertical Clearance: 0.43m (1.41ft),  Kilometerpoint: 0.111,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.7m (81.0ft)

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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: 0.10m (0.33ft),  Average Daily Traffic: 2,035 (year 2017),  Truck Traffic: 23%,  Average Future Daily Traffic: 4,128 (year 2037),  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: 107.0m (351.0ft),  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: 9.40m (30.84ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2018,  Bridge Improvement Cost: $51,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $77,000 ( Estimate for 2020)
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Structure Number: 3116,  Location: 0.1 MI E OF 1ST ST-ALBUQ (Lat: 35.084000,  Lng: -106.646950),  Route carried "under" structure: City street 4016,  Year Built: 1937,  Structure Length: 0. m,  Average Daily Traffic: 37,510 (year 2017),  Truck Traffic: 10%,  Features Intersected: Central Avenue,  Facility Carried by Structure: RAILROAD
Minimum Vertical Clearance: 4.27m (14.01ft),  Kilometerpoint: 15.031,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 7.6m (24.9ft)

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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: 11,392 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 15,044 (year 2037),  Design Load: HS 20,  Features Intersected: BEAR CANYON ARROYO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 372.206,  Lanes on structure: 12,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 378.0m (1,240.2ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 13,  Length of Maximum Span: 0.3m (1.0ft)

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 2018
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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: 139,745 (year 2017),  Truck Traffic: 16%,  Average Future Daily Traffic: 199,660 (year 2037),  Design Load: HS 20,  Features Intersected: NORTH PINO ARROYO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 372.273,  Lanes on structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 378.0m (1,240.2ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 0.3m (1.0ft)

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 2017
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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: 12,183 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 16,088 (year 2037),  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: 305.0m (1,000.7ft),  Skew: 20 degrees,  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: 11.90m (39.04ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2017,  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: 191,260 (year 2017),  Truck Traffic: 17%,  Average Future Daily Traffic: 273,262 (year 2037),  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: 247.0m (810.4ft),  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: 2.5m (8.2ft)

Condition: Deck: Good,  Superstructure: Fair,  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: Somewhat better than minimum adequacy,  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: 51.20m (167.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2016,  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: 5989,  Location: 0.5 Mi S of Jct I-25/I-40 (Lat: 35.093556,  Lng: -106.633569),  Route carried "under" structure: City street 5052,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 15,475 (year 2017),  Truck Traffic: 3%,  Features Intersected: Mountain Road,  Facility Carried by Structure: I-25 NBL
Minimum Vertical Clearance: 4.48m (14.70ft),  Kilometerpoint: 3.637,  Lanes on structure: 5,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.9m (75.1ft)

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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: 191,260 (year 2017),  Truck Traffic: 17%,  Average Future Daily Traffic: 273,262 (year 2037),  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: 282.0m (925.2ft),  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: 2.9m (9.5ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 72.9 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: 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 2016,  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 "under" structure: City street 5054,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 15,475 (year 2017),  Truck Traffic: 3%,  Features Intersected: Mountain Road,  Facility Carried by Structure: I-25 SBL
Minimum Vertical Clearance: 5.67m (18.60ft),  Kilometerpoint: 3.705,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.9m (75.1ft)

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Structure Number: 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: 28,401 (year 2017),  Truck Traffic: 8%,  Average Future Daily Traffic: 24,186 (year 2037),  Design Load: HS 20,  Features Intersected: BEAR CANYON ARROYO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.316,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 256.0m (839.9ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 0.3m (1.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft)

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 2017
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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: 64,034 (year 2017),  Truck Traffic: 16%,  Average Future Daily Traffic: 91,488 (year 2037),  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: 181.0m (593.8ft),  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: 1.8m (5.9ft),  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: 70.40m (230.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2017,  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: 6102,  Location: 8.1 Mi E of Jct I-25/I-40 (Lat: 35.069581,  Lng: -106.496828),  Route carried "under" structure: State highway 556,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 46,360 (year 2017),  Truck Traffic: 8%,  Features Intersected: NM-556/Tramway Blvd,  Facility Carried by Structure: I-40 WBL
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 24.567,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.2m (63.0ft)

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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: 64,034 (year 2017),  Truck Traffic: 16%,  Average Future Daily Traffic: 91,488 (year 2037),  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: 1.8m (5.9ft),  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: 70.40m (230.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2017,  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: 6103,  Location: 8.1 M E Jct I-40/I-25 (Lat: 35.069469,  Lng: -106.496914),  Route carried "under" structure: State highway 556,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 46,360 (year 2017),  Truck Traffic: 8%,  Features Intersected: NM-556/Tramway Blvd,  Facility Carried by Structure: I-40 EBL
Minimum Vertical Clearance: 5.85m (19.19ft),  Kilometerpoint: 24.703,  Lanes on structure: 3,  Lanes under structure: 7,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.2m (63.0ft)

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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: 0.68m (2.23ft),  Average Daily Traffic: 64,034 (year 2017),  Truck Traffic: 16%,  Average Future Daily Traffic: 91,488 (year 2037),  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: 1.8m (5.9ft),  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: 1.9m (6.2ft)

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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 67.70m (222.11ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2017,  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: 6104,  Location: 8.3 M E Jct 1-40/I-25 (Lat: 35.068347,  Lng: -106.493617),  Route carried "under" structure: City street 4016,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 3,337 (year 2017),  Truck Traffic: 17%,  Features Intersected: Central Ave.,  Facility Carried by Structure: I-40 WBL
Minimum Vertical Clearance: 5.12m (16.80ft),  Kilometerpoint: 27.446,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.8m (87.9ft)

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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: 0.68m (2.23ft),  Average Daily Traffic: 64,034 (year 2017),  Truck Traffic: 16%,  Average Future Daily Traffic: 91,488 (year 2037),  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: 1.8m (5.9ft),  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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 67.70m (222.11ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2017,  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 "under" structure: City street 4016,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 1,650 (year 2017),  Truck Traffic: 16%,  Features Intersected: Central Avenue,  Facility Carried by Structure: I-40 EBL
Minimum Vertical Clearance: 5.73m (18.80ft),  Kilometerpoint: 27.269,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.8m (87.9ft)

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Structure Number: 6144,  Location: 5.6 Mi E of I-25 and I-40 (Lat: 35.085503,  Lng: -106.538528),  Route carried "under" structure: Interstate 40,  Year Built: 1997,  Structure Length: 0. m,  Average Daily Traffic: 232,060 (year 2017),  Truck Traffic: 16%,  Features Intersected: I-40 and Embudo Arroyo,  Facility Carried by Structure: PEDESTRIAN WALKWAY
Minimum Vertical Clearance: 5.43m (17.81ft),  Kilometerpoint: 265.397,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 33.5m (109.9ft)

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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: 191,260 (year 2017),  Truck Traffic: 17%,  Average Future Daily Traffic: 273,262 (year 2037),  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: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 1.9m (6.2ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.8m (9.2ft),  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: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 57.90m (189.96ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2017,  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: 6147,  Location: Jct I-25/I-40 (Lat: 35.085256,  Lng: -106.636053),  Route carried "under" structure: City street 4038,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 13,565 (year 2017),  Truck Traffic: 8%,  Features Intersected: Dr Martin L King Jr Dr,  Facility Carried by Structure: I-25 NBL
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 2.266,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 2.8m (9.2ft)

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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: 0.57m (1.87ft),  Average Daily Traffic: 187,878 (year 2017),  Truck Traffic: 16%,  Average Future Daily Traffic: 239,159 (year 2037),  Design Load: HS 20,  Features Intersected: Dr Martin L. King Ave.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 361.732,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 1.9m (6.2ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete continuous,  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: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 57.90m (189.96ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2017,  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: 6148,  Location: Jct of I-25/I-40 (Lat: 35.085297,  Lng: -106.636253),  Route carried "under" structure: City street 4038,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 13,565 (year 2017),  Truck Traffic: 8%,  Features Intersected: Dr Martin L. King Ave.,  Facility Carried by Structure: I-25 SBL
Minimum Vertical Clearance: 5.88m (19.29ft),  Kilometerpoint: 2.266,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.3m (92.8ft)

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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: 176,411 (year 2017),  Truck Traffic: 17%,  Average Future Daily Traffic: 252,047 (year 2037),  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: 168.0m (551.2ft),  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: 61.60m (202.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2017,  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: 6149,  Location: I-25 over Central Avenue (Lat: 35.082681,  Lng: -106.636556),  Route carried "under" structure: City street 4016,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 23,979 (year 2017),  Truck Traffic: 8%,  Features Intersected: Central Avenue-FL4016,  Facility Carried by Structure: I-25 NBL
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 14.645,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.4m (103.0ft)

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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: 9,634 (year 2017),  Truck Traffic: 17%,  Average Future Daily Traffic: 13,765 (year 2037),  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: 226.0m (741.5ft),  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: 61.60m (202.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2017,  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: 615,  Location: I-25 Over Central Avenue (Lat: 35.082700,  Lng: -106.636714),  Route carried "under" structure: City street 4016,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 23,979 (year 2017),  Truck Traffic: 8%,  Features Intersected: Central Avenue-FL4016,  Facility Carried by Structure: I-25 SBL
Minimum Vertical Clearance: 5.67m (18.60ft),  Kilometerpoint: 14.645,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.4m (103.0ft)

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Structure Number: 6178,  Location: 0.3 MI E Rio Grande BR (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: 32,445 (year 2017),  Truck Traffic: 8%,  Average Future Daily Traffic: 27,630 (year 2037),  Design Load: H 15,  Features Intersected: Alameda Drain,  Facility Carried by Structure: Central Avemue
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: 195.0m (639.8ft),  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,  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 2018
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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: 156,456 (year 2017),  Truck Traffic: 16%,  Average Future Daily Traffic: 223,536 (year 2037),  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: 155.0m (508.5ft),  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: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 46.30m (151.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2016,  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: Latex Concrete
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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 "under" structure: City street 4030,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 10,373 (year 2017),  Truck Traffic: 8%,  Features Intersected: Lead Avenue,  Facility Carried by Structure: I-25 NBL
Minimum Vertical Clearance: 4.69m (15.39ft),  Kilometerpoint: 2.538,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.1m (62.7ft)

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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: 176,411 (year 2017),  Truck Traffic: 17%,  Average Future Daily Traffic: 252,047 (year 2037),  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: 218.0m (715.2ft),  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: 46.30m (151.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2016,  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: 6202,  Location: 1.4 M S Jct I-40/I-25 (Lat: 35.079733,  Lng: -106.637286),  Route carried "under" structure: City street 4030,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 10,373 (year 2017),  Truck Traffic: 8%,  Features Intersected: Lead Avenue,  Facility Carried by Structure: I-25 SBL
Minimum Vertical Clearance: 5.52m (18.11ft),  Kilometerpoint: 2.538,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.2m (63.0ft)

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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: 156,456 (year 2017),  Truck Traffic: 16%,  Average Future Daily Traffic: 223,536 (year 2037),  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: 1.6m (5.2ft),  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: Satisfactory,  Operating Rating: 53.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: 0.46m (1.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2016,  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: 6203,  Location: 1.5 MI S of Jct I-25/I-40 (Lat: 35.078739,  Lng: -106.637325),  Route carried "under" structure: City street 4028,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 10,781 (year 2017),  Truck Traffic: 8%,  Features Intersected: Coal Avenue,  Facility Carried by Structure: I-25 NBL
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 2.622,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.9m (62.0ft)

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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: 156,456 (year 2017),  Truck Traffic: 16%,  Average Future Daily Traffic: 223,536 (year 2037),  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: 192.0m (629.9ft),  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: Satisfactory,  Operating Rating: 53.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2016,  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: 6204,  Location: Jct of I-25/Coal Avenue (Lat: 35.078758,  Lng: -106.637486),  Route carried "under" structure: City street 4028,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 10,781 (year 2017),  Truck Traffic: 8%,  Features Intersected: Coal Avenue,  Facility Carried by Structure: I-25 SBL
Minimum Vertical Clearance: 4.82m (15.81ft),  Kilometerpoint: 2.622,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.9m (62.0ft)

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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: 140,264 (year 2017),  Truck Traffic: 17%,  Average Future Daily Traffic: 200,402 (year 2037),  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: 159.0m (521.7ft),  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: Satisfactory,  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: 56.40m (185.04ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2016,  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: 6228,  Location: 3.2 M N Jct I-25/NM-500 (Lat: 35.069811,  Lng: -106.639461),  Route carried "under" structure: City street 4015,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 22,614 (year 2017),  Truck Traffic: 8%,  Features Intersected: Avenida Cesar Chavez,  Facility Carried by Structure: I-25 NBL
Minimum Vertical Clearance: 4.82m (15.81ft),  Kilometerpoint: 9.154,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

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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: 140,264 (year 2017),  Truck Traffic: 17%,  Average Future Daily Traffic: 200,402 (year 2037),  Design Load: HS 20,  Features Intersected: Avenida Cesar Chavez
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 359.946,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 156.0m (511.8ft),  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: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 56.10m (184.06ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2016,  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: 6229,  Location: 3.2 M N Jct I-25/NM-500 (Lat: 35.069806,  Lng: -106.639619),  Route carried "under" structure: City street 4015,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 22,614 (year 2017),  Truck Traffic: 8%,  Features Intersected: Avenida Cesar Chavez,  Facility Carried by Structure: I-25 SBL
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 9.154,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

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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: 112,621 (year 2017),  Truck Traffic: 16%,  Average Future Daily Traffic: 160,907 (year 2037),  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: 183.0m (600.4ft),  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: Satisfactory,  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 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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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 "under" structure: City street 4078,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 26,361 (year 2017),  Truck Traffic: 8%,  Features Intersected: Gibson Blvd,  Facility Carried by Structure: I-25 NBL
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 6.936,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

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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: 112,621 (year 2017),  Truck Traffic: 16%,  Average Future Daily Traffic: 160,907 (year 2037),  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: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 166.0m (544.6ft),  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: Satisfactory,  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 2016,  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 "under" structure: City street 4078,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 26,361 (year 2017),  Truck Traffic: 8%,  Features Intersected: Gibson Blvd,  Facility Carried by Structure: I-25 SBL
Minimum Vertical Clearance: 5.64m (18.50ft),  Kilometerpoint: 0.002,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

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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: 38,907 (year 2017),  Truck Traffic: 8%,  Average Future Daily Traffic: 33,133 (year 2037),  Design Load: HS 20,  Features Intersected: I-25 NB/SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.025,  Lanes on structure: 6,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 197.0m (646.3ft),  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: Fair,  Substructure: Satisfactory,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 68.60m (225.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2017,  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: 6261,  Location: I-25/Montgomery Blvd (Lat: 35.132717,  Lng: -106.609794),  Route carried "under" structure: Interstate 25,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 158,351 (year 2017),  Truck Traffic: 17%,  Features Intersected: I-25 NB/SB,  Facility Carried by Structure: FL-4018
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 367.751,  Lanes on structure: 6,  Lanes under structure: 7,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.6m (74.1ft)

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Structure Number: 627,  Location: 0.60 M W Jct Lead Ave (Lat: 35.080978,  Lng: -106.647239),  Route carried "on" structure: City street 4030,  Year Built: 1961,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 18.36m (60.24ft),  Average Daily Traffic: 11,203 (year 2017),  Truck Traffic: 8%,  Average Future Daily Traffic: 9,540 (year 2037),  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: 138.0m (452.8ft),  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: 1.8m (5.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 183.80m (603.02ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2018,  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: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 627,  Location: 0.60 M W Jct Lead Ave (Lat: 35.080978,  Lng: -106.647239),  Route carried "under" structure: City street 1000,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 923 (year 2017),  Truck Traffic: 3%,  Features Intersected: First Street/NMRX,  Facility Carried by Structure: Lead Avenue WB
Minimum Vertical Clearance: 4.54m (14.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.1m (79.1ft)

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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: 82,834 (year 2017),  Truck Traffic: 17%,  Average Future Daily Traffic: 118,349 (year 2037),  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: 152.0m (498.7ft),  Skew: 8 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 0.3m (1.0ft)

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 2017
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Structure Number: 6302,  Location: LOMAS/I40 INTCHG (Lat: 35.086989,  Lng: -106.539867),  Route carried "on" structure: Interstate 4164,  Year Built: 1960,  Status: Open,  Structure Length: 0.07m (0.23ft),  Average Daily Traffic: 336 (year 2017),  Average Future Daily Traffic: 253 (year 2037),  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: 73.0m (239.5ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 0.3m (1.0ft)

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 2018
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Structure Number: 6303,  Location: 5.2 MI E OF JCT I-25 (Lat: 35.086919,  Lng: -106.541753),  Route carried "on" structure: Interstate 40,  Year Built: 1960,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 129,595 (year 2017),  Truck Traffic: 16%,  Average Future Daily Traffic: 185,159 (year 2037),  Design Load: HS 20,  Features Intersected: EMBUDO ARROYO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 265.003,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 152.0m (498.7ft),  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 2018
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