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


  • National Bridge Inventory (NBI) Statistics
  • 104Number of bridges
  • 741ft / 226mTotal length
  • $14,468,000Total costs
  • 1,476,254Total average daily traffic
  • 137,860Total average daily truck traffic
  • 1,140,845Total future (year 2037) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for Santa Fe
  • No street view available for this location

New bridges in Santa Fe, NM - historical statistics
  • New bridges - historical statistics
  • 31930-1939
  • 21940-1949
  • 61950-1959
  • 111960-1969
  • 381970-1979
  • 41980-1989
  • 101990-1999
  • 202000-2009
  • 102010-2018
Reconstructed bridges in Santa Fe, NM - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 11970-1979
  • 01980-1989
  • 01990-1999
  • 12000-2009
Average Bridge Daily Traffic in Santa Fe, NM
Average Bridge Truck Traffic in Santa Fe, NM
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 63.8%Good
  • 21.3%Satisfactory
  • 8.5%Fair
  • 6.4%Poor
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 8.5%Very good
  • 42.6%Good
  • 31.9%Satisfactory
  • 10.6%Fair
  • 6.4%Poor
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 8.5%Very good
  • 57.4%Good
  • 21.3%Satisfactory
  • 8.5%Fair
  • 4.3%Poor
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 2.0%Excellent
  • 19.6%Very good
  • 49.0%Good
  • 19.6%Satisfactory
  • 5.9%Fair
  • 3.9%Poor
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 17.9%Very good
  • 35.7%Good
  • 46.4%Satisfactory
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Structure Number: 3018,  Location: 0.01 M N OF FED. PLACE (Lat: 35.693114,  Lng: -105.938039),  Route carried "on" structure: City street 4731,  Year Built: 1932,  Status: Open,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 4,732 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 6,249 (year 2037),  Design Load: H 15,  Features Intersected: ARROYO DE LA PEIDRA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 0.3m (1.0ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 35.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.3 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: 0.61m (2.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2017,  Bridge Improvement Cost: $200,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $400,000 ( Estimate for 2030)
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Structure Number: 4063,  Location: DEFOURI & ALAMEDA ST/SF (Lat: 35.687797,  Lng: -105.945653),  Route carried "on" structure: City street 49001,  Year Built: 1959,  Status: Posted for load,  Structure Length: 1.56m (5.12ft),  Average Daily Traffic: 336 (year 2017),  Average Future Daily Traffic: 253 (year 2037),  Design Load: HS 20,  Features Intersected: SANTA FE RIVER,  Facility Carried by Structure: 49-Z001
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 16.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 14.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 16.20m (53.15ft),  Designated Inspection Frequency: Every 5 months,  Inspection Date: November 2017,  Bridge Improvement Cost: $127,000,  Roadway Improvement Cost: $12,000,  Total Project Cost: $190,000 ( Estimate for 2030),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4075,  Location: DELGADO ST/ALAMEDA/ SF (Lat: 35.684450,  Lng: -105.931125),  Route carried "on" structure: City street 5784,  Year Built: 1935,  Status: Posted for load-capacity,  Structure Length: 1.23m (4.04ft),  Average Daily Traffic: 336 (year 2017),  Average Future Daily Traffic: 253 (year 2037),  Design Load: H 15,  Features Intersected: SANTA FE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.489,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 69.0m (226.4ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.9m (39.0ft),  Curb-To-Curb Width: 0.6m (2.0ft),  Out-to-Out Width: 0.7m (2.3ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 3.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 17.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 13.10m (42.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2017,  Bridge Improvement Cost: $103,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $154,000 ( Estimate for 2030),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 4076,  Location: JCT ALAMEDA & DELGADO (Lat: 35.684600,  Lng: -105.931089),  Route carried "on" structure: City street 4805,  Year Built: 1935,  Year Reconstructed: 1976,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 5,099 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,431 (year 2037),  Design Load: HS 20,  Features Intersected: ARROYO SAIZ
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 98.0m (321.5ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5314,  Location: 1.34 MI N EXT-284 OF I-25 (Lat: 35.621928,  Lng: -105.918706),  Route carried "on" structure: State highway 300,  Year Built: 1946,  Status: Open,  Structure Length: 0.14m (0.46ft),  Average Daily Traffic: 8,394 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,294 (year 2037),  Design Load: HS 20,  Features Intersected: ARROYO HONDO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.092,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 89.0m (292.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 0.3m (1.0ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 89.1 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 48 months,  Inspection Date: October 2016
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Structure Number: 5315,  Location: 1.05 MI N EXT-284 OF I-25 (Lat: 35.650128,  Lng: -105.935672),  Route carried "on" structure: State highway 466,  Year Built: 1946,  Status: Open,  Structure Length: 0.13m (0.43ft),  Average Daily Traffic: 14,773 (year 2017),  Truck Traffic: 8%,  Average Future Daily Traffic: 12,581 (year 2037),  Design Load: HS 20,  Features Intersected: ARROYO CHAMISO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.682,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 2.1m (6.9ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2017
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Structure Number: 5588,  Location: .4 mi N Washington Ave. (Lat: 35.695572,  Lng: -105.931875),  Route carried "on" structure: City street 4801,  Year Built: 1955,  Status: Open,  Structure Length: 2.71m (8.89ft),  Average Daily Traffic: 5,310 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,614 (year 2037),  Design Load: H 15,  Features Intersected: ARROYO DE LA PIEDRA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 79.0m (259.2ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 51.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.3 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: Better than present minimum criteria,  Length Of Structure Improvement: 26.50m (86.94ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2017,  Bridge Improvement Cost: $263,000,  Roadway Improvement Cost: $26,000,  Total Project Cost: $394,000 ( Estimate for 2030)
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Structure Number: 5659,  Location: 1.62 MI S OF JCT NM-14 (Lat: 35.593289,  Lng: -106.057825),  Route carried "on" structure: Interstate 25,  Year Built: 1954,  Status: Open,  Structure Length: 3.02m (9.91ft),  Average Daily Traffic: 22,387 (year 2017),  Truck Traffic: 16%,  Average Future Daily Traffic: 31,985 (year 2037),  Design Load: HS 20,  Features Intersected: ARROYO HONDO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 446.258,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 299.0m (981.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 0.3m (1.0ft)

Condition: Channel: Satisfactory,  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,  Length Of Structure Improvement: 30.20m (99.08ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2016,  Bridge Improvement Cost: $1,237,000,  Roadway Improvement Cost: $123,000,  Total Project Cost: $1,856,000 ( Estimate for 2030)
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Structure Number: 566,  Location: 0.70 MI N JCT NM-14 (Lat: 35.616036,  Lng: -106.031378),  Route carried "on" structure: State highway 14,  Year Built: 1954,  Status: Open,  Structure Length: 3.02m (9.91ft),  Average Daily Traffic: 30,771 (year 2017),  Truck Traffic: 8%,  Average Future Daily Traffic: 26,204 (year 2037),  Design Load: HS 20,  Features Intersected: ARROYO CHAMISOS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 76.146,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 2.4m (7.9ft),  Skew: 23 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 9,  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 minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2018
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Structure Number: 5766,  Location: 0.1Mi S Jct Alamo Dr- Gua (Lat: 35.696386,  Lng: -105.951364),  Route carried "on" structure: City street 4777,  Year Built: 1955,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 6,687 (year 2017),  Truck Traffic: 8%,  Average Future Daily Traffic: 5,695 (year 2037),  Design Load: HS 20,  Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.306,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 213.0m (698.8ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.8m (5.9ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 59.9 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: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2017
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Structure Number: 5767,  Location: 1.96 MI N OF JCT NM 14 & (Lat: 35.701164,  Lng: -105.949614),  Route carried "on" structure: US 84,  Year Built: 1955,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 25,951 (year 2017),  Truck Traffic: 8%,  Average Future Daily Traffic: 22,100 (year 2037),  Design Load: HS 20,  Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 268.336,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 256.0m (839.9ft),  Skew: 24 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.8m (5.9ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 89.1 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: Better than present minimum criteria,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.90m (39.04ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2017,  Bridge Improvement Cost: $282,000,  Roadway Improvement Cost: $28,000,  Total Project Cost: $424,000 ( Estimate for 2030)
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Structure Number: 6487,  Location: 1.93 MI N JCT ST FRAN-CER (Lat: 35.698553,  Lng: -105.952003),  Route carried "on" structure: Ramp City street 8403,  Year Built: 1964,  Status: Open,  Structure Length: 0.36m (1.18ft),  Average Daily Traffic: 6,831 (year 2017),  Truck Traffic: 8%,  Average Future Daily Traffic: 5,817 (year 2037),  Design Load: HS 20,  Features Intersected: US-84/285, NBL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.414,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 62.0m (203.4ft),  Skew: 6 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.4m (116.1ft),  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 50.2 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: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 35.40m (116.14ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2017,  Bridge Improvement Cost: $210,000,  Roadway Improvement Cost: $106,000,  Total Project Cost: $400,000 ( Estimate for 2030),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 6487,  Location: 1.93 MI N JCT ST FRAN-CER (Lat: 35.698553,  Lng: -105.952003),  Route carried "under" structure: US 84,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 36,706 (year 2017),  Truck Traffic: 8%,  Features Intersected: US-84/285, NBL
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 266.881,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.4m (116.1ft)

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Structure Number: 6526,  Location: 0.01 MI W OF ST FRANCIS (Lat: 35.688672,  Lng: -105.955211),  Route carried "on" structure: City street 4805,  Year Built: 1963,  Status: Open,  Structure Length: 0.27m (0.89ft),  Average Daily Traffic: 11,376 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,885 (year 2037),  Design Load: HS 20,  Features Intersected: ARROYO DE LAS MASCARAS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.239,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 131.0m (429.8ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 0.3m (1.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 50.2 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 48 months,  Inspection Date: Febuary 2017
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Structure Number: 6549,  Location: JCT OF ST FRANCIS/ALAMEDA (Lat: 35.688486,  Lng: -105.953931),  Route carried "on" structure: US 84,  Year Built: 1964,  Status: Open,  Structure Length: 1.29m (4.23ft),  Average Daily Traffic: 20,002 (year 2017),  Truck Traffic: 9%,  Average Future Daily Traffic: 17,034 (year 2037),  Design Load: HS 20,  Features Intersected: SANTA FE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 264.978,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 242.0m (794.0ft),  Skew: 21 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: 0.4m (1.3ft),  Right: 0.4m (1.3ft)

Condition: Channel: Satisfactory,  Culverts: Good,  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: Better than 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: March 2018,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 655,  Location: 0.1 MI N OF W ALAMEDA ST (Lat: 35.689761,  Lng: -105.953925),  Route carried "on" structure: US 84,  Year Built: 1964,  Status: Open,  Structure Length: 2.35m (7.71ft),  Average Daily Traffic: 22,339 (year 2017),  Truck Traffic: 8%,  Average Future Daily Traffic: 19,024 (year 2037),  Design Load: HS 20,  Features Intersected: ARROYO LAS MASCARAS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 265.381,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 2.5m (8.2ft),  Skew: 34 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 0.3m (1.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft)

Condition: Channel: Good,  Culverts: Good,  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: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 23.20m (76.12ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2016,  Bridge Improvement Cost: $502,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $754,000 ( Estimate for 2030)
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Structure Number: 6931,  Location: PASEO DEL PERALTA/ALAMEDA (Lat: 35.684250,  Lng: -105.933989),  Route carried "on" structure: City street 4807,  Year Built: 1967,  Status: Open,  Structure Length: 1.56m (5.12ft),  Average Daily Traffic: 11,999 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,426 (year 2037),  Design Load: HS 20,  Features Intersected: SANTA FE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.285,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 143.0m (469.2ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.9m (48.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 56.7 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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 91.40m (299.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2017,  Bridge Improvement Cost: $500,000,  Roadway Improvement Cost: $250,000,  Total Project Cost: $1,000,000 ( Estimate for 2030),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6945,  Location: SANDOVAL & ALAMEDA (Lat: 35.686353,  Lng: -105.942847),  Route carried "on" structure: City street 4797,  Year Built: 1969,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 7,130 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,195 (year 2037),  Design Load: HS 20,  Features Intersected: SANTA FE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.267,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 144.0m (472.4ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.5m (50.9ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 3.8m (12.5ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 56.7 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: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.61m (2.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2017,  Bridge Improvement Cost: $200,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $300,000 ( Estimate for 2030),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 7054,  Location: 1/4 MI S of Monte Sol (Lat: 35.667414,  Lng: -105.920847),  Route carried "on" structure: City street 4732,  Year Built: 1968,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 4,938 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,291 (year 2037),  Design Load: HS 20,  Features Intersected: ARROYO CHAMISO,  Facility Carried by Structure: FL-4734
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 87.0m (285.4ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 0.3m (1.0ft)

Condition: Channel: Good,  Culverts: Good,  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: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2015
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Structure Number: 7123,  Location: JCT GALISTEO & ALAMED (Lat: 35.685531,  Lng: -105.941514),  Route carried "on" structure: City street 4811,  Year Built: 1969,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 8,575 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,451 (year 2037),  Design Load: HS 20,  Features Intersected: SANTA FE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 143.0m (469.2ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.5m (50.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Poor,  Operating Rating: 56.7 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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.61m (2.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2017,  Bridge Improvement Cost: $100,000,  Roadway Improvement Cost: $40,000,  Total Project Cost: $1,400,000 ( Estimate for 2030),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7334,  Location: 1.06 MI N OF JCT I-25 (Lat: 35.649600,  Lng: -105.956358),  Route carried "on" structure: US 84,  Year Built: 1973,  Status: Open,  Structure Length: 3.04m (9.97ft),  Average Daily Traffic: 45,684 (year 2017),  Truck Traffic: 8%,  Average Future Daily Traffic: 38,904 (year 2037),  Design Load: HS 20,  Features Intersected: ARROYO CHAMISOS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 261.776,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 126.0m (413.4ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 1.4m (4.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 49.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 7335,  Location: 1.06 MI N OF JCT I-25 (Lat: 35.649639,  Lng: -105.956667),  Route carried "on" structure: US 84,  Year Built: 1973,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 45,684 (year 2017),  Truck Traffic: 8%,  Average Future Daily Traffic: 38,904 (year 2037),  Design Load: HS 20,  Features Intersected: ARROYO CHAMISOS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 261.776,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 128.0m (419.9ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 1.4m (4.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Excellent,  Operating Rating: 49.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 7336,  Location: NM 466 & US 84/285 IC (Lat: 35.659022,  Lng: -105.956547),  Route carried "on" structure: US 84,  Year Built: 1974,  Status: Open,  Structure Length: 3.63m (11.91ft),  Average Daily Traffic: 23,969 (year 2017),  Truck Traffic: 12%,  Average Future Daily Traffic: 20,412 (year 2037),  Design Load: HS 20,  Features Intersected: NM 466 ST. MICHAEL'S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 263.513,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 238.0m (780.8ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.3m (119.1ft),  Curb-To-Curb Width: 28.1m (92.2ft),  Out-to-Out Width: 28.7m (94.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 3.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 7336,  Location: NM 466 & US 84/285 IC (Lat: 35.659022,  Lng: -105.956547),  Route carried "under" structure: State highway 466,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 15,774 (year 2017),  Truck Traffic: 8%,  Features Intersected: NM 466 ST. MICHAEL'S,  Facility Carried by Structure: US-84/285
Minimum Vertical Clearance: 0.05m (0.16ft),  Kilometerpoint: 1.931,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 36.3m (119.1ft)

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Structure Number: 7368,  Location: 2.66 M N OF ST FRANCIS DR (Lat: 35.621442,  Lng: -105.919819),  Route carried "on" structure: Interstate 25,  Year Built: 1975,  Status: Open,  Structure Length: 6.83m (22.41ft),  Average Daily Traffic: 25,218 (year 2017),  Truck Traffic: 16%,  Average Future Daily Traffic: 36,030 (year 2037),  Design Load: HS 20,  Features Intersected: Arroyo Hondo Channel
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 459.033,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 1.3m (4.3ft),  Skew: 11 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: 12.7m (41.7ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 92.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.3 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.61m (2.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2018,  Bridge Improvement Cost: $100,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $300,000 ( 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: 7369,  Location: 2.66 M N OF ST FRANCIS DR (Lat: 35.621528,  Lng: -105.919536),  Route carried "on" structure: Interstate 25,  Year Built: 1975,  Status: Open,  Structure Length: 6.77m (22.21ft),  Average Daily Traffic: 25,218 (year 2017),  Truck Traffic: 16%,  Average Future Daily Traffic: 36,030 (year 2037),  Design Load: HS 20,  Features Intersected: Arroyo Hondo Channel
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 459.033,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 1.3m (4.3ft),  Skew: 11 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: 12.7m (41.7ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 92.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.3 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2018,  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: 737,  Location: 2.77 M N OF ST FRANCIS DR (Lat: 35.619933,  Lng: -105.919506),  Route carried "on" structure: Interstate 25,  Year Built: 1975,  Status: Open,  Structure Length: 4.21m (13.81ft),  Average Daily Traffic: 25,218 (year 2017),  Truck Traffic: 16%,  Average Future Daily Traffic: 36,030 (year 2037),  Design Load: HS 20,  Features Intersected: ARROYO HONDO RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 45.921,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 131.0m (429.8ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.5m (54.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Poor,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 737,  Location: 2.77 M N OF ST FRANCIS DR (Lat: 35.619933,  Lng: -105.919506),  Route carried "under" structure: County highway 49058,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 1,189 (year 2017),  Truck Traffic: 11%,  Features Intersected: ARROYO HONDO RD,  Facility Carried by Structure: I-25 NBL
Minimum Vertical Clearance: 5.85m (19.19ft),  Kilometerpoint: 0.031,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.5m (54.1ft)

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Structure Number: 7371,  Location: 2.77 M N OF ST FRANCIS DR (Lat: 35.619972,  Lng: -105.919203),  Route carried "on" structure: Interstate 25,  Year Built: 1975,  Status: Open,  Structure Length: 4.21m (13.81ft),  Average Daily Traffic: 25,218 (year 2017),  Truck Traffic: 16%,  Average Future Daily Traffic: 36,030 (year 2037),  Design Load: HS 20,  Features Intersected: ARROYO HONDO RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 45.921,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 128.0m (419.9ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.5m (54.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 7371,  Location: 2.77 M N OF ST FRANCIS DR (Lat: 35.619972,  Lng: -105.919203),  Route carried "under" structure: County highway 49058,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 1,189 (year 2017),  Truck Traffic: 11%,  Features Intersected: ARROYO HONDO RD,  Facility Carried by Structure: I-25 SBL
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 0.029,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.5m (54.1ft)

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Structure Number: 7372,  Location: 3.89MN Jct I-25 StFrancis (Lat: 35.605672,  Lng: -105.912142),  Route carried "on" structure: County highway 49058,  Year Built: 1975,  Status: Open,  Structure Length: 6.16m (20.21ft),  Average Daily Traffic: 592 (year 2017),  Truck Traffic: 21%,  Average Future Daily Traffic: 766 (year 2037),  Design Load: HS 20,  Features Intersected: I-25 NBLS/SBLS,  Facility Carried by Structure: 49Z001
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.008,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 98.0m (321.5ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 50.2 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: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7372,  Location: 3.89MN Jct I-25 StFrancis (Lat: 35.605672,  Lng: -105.912142),  Route carried "under" structure: Interstate 25,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 25,218 (year 2017),  Truck Traffic: 16%,  Features Intersected: I-25 NBLS/SBLS,  Facility Carried by Structure: 49Z001
Minimum Vertical Clearance: 0.46m (1.51ft),  Kilometerpoint: 460.916,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 7401,  Location: 0.45 M E OF ST FRANCIS/SF (Lat: 35.692033,  Lng: -105.946736),  Route carried "on" structure: City street 4807,  Year Built: 1972,  Status: Open,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 14,642 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 12,723 (year 2037),  Design Load: HS 20,  Features Intersected: ARROYO DEL ROSARIO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.813,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 2.3m (7.5ft),  Skew: 20 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: Fair,  Culverts: Good,  Operating Rating: 50.2 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,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.61m (2.00ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2017,  Bridge Improvement Cost: $150,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $300,000 ( Estimate for 2030)
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Structure Number: 7402,  Location: 0.40 M E OF ST FRANCIS/SF (Lat: 35.692578,  Lng: -105.942214),  Route carried "on" structure: City street 4807,  Year Built: 1972,  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: ARROYO DE LAS MASCARAS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.644,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 1.7m (5.6ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 0.3m (1.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 4.5m (14.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.61m (2.00ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2017,  Bridge Improvement Cost: $100,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $300,000 ( Estimate for 2030)
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Structure Number: 7415,  Location: 0.10 M W ST FRANCIS DR (Lat: 35.690656,  Lng: -105.954444),  Route carried "on" structure: City street 5680,  Year Built: 1965,  Status: Open,  Structure Length: 0.95m (3.12ft),  Average Daily Traffic: 7,636 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 10,084 (year 2037),  Design Load: HS 20,  Features Intersected: MASCARAS ARROYO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 1.0m (3.3ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 1.8m (5.9ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 6.8 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: Equal to present desirable criteria,  Approach Roadway Alignment: High priority of corrective action,  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2015
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Structure Number: 7416,  Location: 0.3 MI W OF LLANO ST/SF (Lat: 35.652147,  Lng: -105.975006),  Route carried "on" structure: City street 5738,  Year Built: 1965,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 9,129 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,932 (year 2037),  Design Load: HS 20,  Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.176,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 258.0m (846.5ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m

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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.61m (2.00ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2017,  Bridge Improvement Cost: $100,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $300,000 ( Estimate for 2030)
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Structure Number: 7425,  Location: 0.66 MI N OF JCT I-25 (Lat: 35.644108,  Lng: -105.956272),  Route carried "on" structure: US 84,  Year Built: 1973,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 28,222 (year 2017),  Truck Traffic: 8%,  Average Future Daily Traffic: 24,034 (year 2037),  Design Load: HS 20,  Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 262.362,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 2.5m (8.2ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 58.3 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: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.40m (34.12ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2018,  Bridge Improvement Cost: $376,000,  Roadway Improvement Cost: $37,000,  Total Project Cost: $564,000 ( Estimate for 2030),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 745,  Location: I-25 MM 283.4 (Lat: 35.637150,  Lng: -105.941208),  Route carried "on" structure: Interstate 25,  Year Built: 1974,  Status: Open,  Structure Length: 0.07m (0.23ft),  Average Daily Traffic: 19,689 (year 2017),  Truck Traffic: 11%,  Average Future Daily Traffic: 28,131 (year 2037),  Design Load: HS 20,  Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 456.088,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 451.0m (1,479.7ft),  Skew: 1 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: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 89.1 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.07m (0.23ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2016,  Bridge Improvement Cost: $478,000,  Roadway Improvement Cost: $47,000,  Total Project Cost: $717,000 ( Estimate for 2030),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7471,  Location: 2.2 MI N JCT NM-14/I-25 (Lat: 35.619789,  Lng: -106.000456),  Route carried "on" structure: Interstate 25,  Year Built: 1976,  Status: Open,  Structure Length: 4.36m (14.30ft),  Average Daily Traffic: 30,186 (year 2017),  Truck Traffic: 8%,  Average Future Daily Traffic: 43,128 (year 2037),  Design Load: HS 20,  Features Intersected: RICHARDS AVE 490064
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 450.359,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 126.0m (413.4ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.61m (2.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2018,  Bridge Improvement Cost: $100,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $300,000 ( Estimate for 2030),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 7471,  Location: 2.2 MI N JCT NM-14/I-25 (Lat: 35.619789,  Lng: -106.000456),  Route carried "under" structure: City street 49064,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 5,087 (year 2017),  Truck Traffic: 3%,  Features Intersected: RICHARDS AVE 490064,  Facility Carried by Structure: I-25 NBL
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 2.895,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.1m (56.1ft)

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Structure Number: 7472,  Location: 2.2 MI N JCT NM-14/I-25 (Lat: 35.621675,  Lng: -106.000500),  Route carried "on" structure: Interstate 25,  Year Built: 1976,  Status: Open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 30,186 (year 2017),  Truck Traffic: 8%,  Average Future Daily Traffic: 43,128 (year 2037),  Design Load: HS 20,  Features Intersected: RICHARDS AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 450.294,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 126.0m (413.4ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.4m (57.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.61m (2.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2018,  Bridge Improvement Cost: $100,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $300,000 ( Estimate for 2030),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7472,  Location: 2.2 MI N JCT NM-14/I-25 (Lat: 35.621675,  Lng: -106.000500),  Route carried "under" structure: County highway 49064,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 5,087 (year 2017),  Truck Traffic: 3%,  Features Intersected: RICHARDS AVENUE,  Facility Carried by Structure: I-25 SBL
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 2.012,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.4m (57.1ft)

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Structure Number: 7474,  Location: 1.60 MI S OF JCT NM-14 (Lat: 35.593558,  Lng: -106.058722),  Route carried "on" structure: State highway 2098,  Year Built: 1976,  Status: Open,  Structure Length: 4.24m (13.91ft),  Average Daily Traffic: 2,646 (year 2017),  Truck Traffic: 8%,  Average Future Daily Traffic: 3,494 (year 2037),  Design Load: HS 20,  Features Intersected: ARROYO HONDO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.047,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 94.0m (308.4ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 1.4m (4.6ft),  Curb-To-Curb Width: 9.5m (31.2ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7501,  Location: 0.2 MI S OF ST FRANCIS DR (Lat: 35.631294,  Lng: -105.965167),  Route carried "on" structure: Interstate 25,  Year Built: 1974,  Status: Open,  Structure Length: 5.21m (17.09ft),  Average Daily Traffic: 30,186 (year 2017),  Truck Traffic: 8%,  Average Future Daily Traffic: 43,128 (year 2037),  Design Load: HS 20,  Features Intersected: SF Southern R/R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 453.835,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 1.3m (4.3ft),  Skew: 14 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 1.3m (4.3ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Poor,  Substructure: Good,  Operating Rating: 53.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 7503,  Location: JUNCTION I-25/ST FRANCIS (Lat: 35.634322,  Lng: -105.956144),  Route carried "on" structure: Interstate 25,  Year Built: 1974,  Status: Open,  Structure Length: 8.66m (28.41ft),  Average Daily Traffic: 19,887 (year 2017),  Truck Traffic: 17%,  Average Future Daily Traffic: 28,414 (year 2037),  Design Load: HS 20,  Features Intersected: US-84-285
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 454.801,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 154.0m (505.2ft),  Skew: 12 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 28.3m (92.8ft),  Curb-To-Curb Width: 15.4m (50.5ft),  Out-to-Out Width: 15.8m (51.8ft)

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: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.61m (2.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2017,  Bridge Improvement Cost: $100,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $300,000 ( Estimate for 2030),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7503,  Location: JUNCTION I-25/ST FRANCIS (Lat: 35.634322,  Lng: -105.956144),  Route carried "under" structure: US 84,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 24,300 (year 2017),  Truck Traffic: 8%,  Features Intersected: US-84-285,  Facility Carried by Structure: I-25 NBL
Minimum Vertical Clearance: 4.94m (16.21ft),  Kilometerpoint: 260.649,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.3m (92.8ft)

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Structure Number: 7504,  Location: JUNCTION I-25/ST FRANCIS (Lat: 35.634981,  Lng: -105.956156),  Route carried "under" structure: US 84,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 24,300 (year 2017),  Truck Traffic: 8%,  Features Intersected: US-84-285,  Facility Carried by Structure: I-25 SBL
Minimum Vertical Clearance: 0.05m (0.16ft),  Kilometerpoint: 260.649,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.3m (92.8ft)

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