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


  • National Bridge Inventory (NBI) Statistics
  • 15Number of bridges
  • 112ft / 33.7mTotal length
  • $169,000Total costs
  • 142,595Total average daily traffic
  • 68,435Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Milan
  • No street view available for this location

New bridges in Milan, NM - historical statistics
  • New bridges - historical statistics
  • 31950-1959
  • 31960-1969
  • 91970-1979
Reconstructed bridges in Milan, NM - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 21950-1959
  • 01960-1969
  • 11970-1979
  • 01980-1989
  • 41990-1999
Average Bridge Daily Traffic in Milan, NM
Average Bridge Truck Traffic in Milan, NM
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 66.7%Good
  • 16.7%Satisfactory
  • 16.7%Fair
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 83.3%Good
  • 16.7%Satisfactory
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 66.7%Good
  • 33.3%Satisfactory
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 66.7%Good
  • 33.3%Satisfactory
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 50.0%Good
  • 50.0%Satisfactory
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Structure Number: 5237,  Location: 1.2 MI E OF JCT NM-129 (Lat: 35.072106,  Lng: -104.246792),  Route carried "on" structure: City street 4102,  Year Built: 1951,  Status: Open,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 111 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 208 (year 2040),  Design Load: HS 20,  Features Intersected: PAJARITO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.098,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.8m (55.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 5665,  Location: 2.1 MI W OF NM-605 (Lat: 35.224681,  Lng: -107.920919),  Route carried "on" structure: State highway 122,  Year Built: 1952,  Year Reconstructed: 1955,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 1,388 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 805 (year 2040),  Design Load: HS 20,  Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.719,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.64m (2.10ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $113,000,  Roadway Improvement Cost: $11,000,  Total Project Cost: $169,000 ( Estimate for 2020)
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Structure Number: 5666,  Location: E OF HORIZON AVE/MILAN W (Lat: 35.182692,  Lng: -107.896683),  Route carried "on" structure: State highway 122,  Year Built: 1952,  Year Reconstructed: 1955,  Status: Open,  Structure Length: 2.68m (8.79ft),  Average Daily Traffic: 5,726 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 7,584 (year 2040),  Design Load: HS 20,  Features Intersected: RIO SAN JOSE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 51.901,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 34.7m (113.8ft),  Skew: 21 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 3.0m (9.8ft),  Out-to-Out Width: 34.5m (113.2ft)

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: March 2020
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Structure Number: 6516,  Location: 2.5 MI W OF NM-412 (Lat: 35.370508,  Lng: -108.075008),  Route carried "on" structure: Interstate 40,  Year Built: 1963,  Status: Open,  Structure Length: 1.27m (4.17ft),  Average Daily Traffic: 19,828 (year 2020),  Truck Traffic: 37%,  Average Future Daily Traffic: 33,943 (year 2040),  Design Load: HS 20,  Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 99.763,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 37.3 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2021
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Structure Number: 6986,  Location: 22.4 MI NE OF NM-39 (Lat: 35.998950,  Lng: -103.630547),  Route carried "on" structure: State highway 102,  Year Built: 1967,  Status: Open,  Structure Length: 2.62m (8.60ft),  Average Daily Traffic: 39 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 73 (year 2040),  Design Load: HS 20,  Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.046,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2021
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Structure Number: 7156,  Location: 0.05 MI N OF JCT NM-122 (Lat: 35.186158,  Lng: -107.897075),  Route carried "on" structure: State highway 605,  Year Built: 1969,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 2.04m (6.69ft),  Average Daily Traffic: 507 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 436 (year 2040),  Design Load: HS 20,  Features Intersected: RIO SAN JOSE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.092,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.0m (23.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 18.2m (59.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 38.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.2 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: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7314,  Location: I-40 EXIT 79 (Lat: 35.182339,  Lng: -107.901439),  Route carried "on" structure: Interstate 40,  Year Built: 1971,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 5.58m (18.31ft),  Average Daily Traffic: 21,346 (year 2020),  Truck Traffic: 54%,  Average Future Daily Traffic: 23,668 (year 2040),  Design Load: HS 20,  Features Intersected: HORIZON AVE/MILAN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 127.341,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.1m (102.0ft),  Curb-To-Curb Width: 12.9m (42.3ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 94.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  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: 7315,  Location: I-40 EXIT 79 (Lat: 35.182394,  Lng: -107.901050),  Route carried "on" structure: Interstate 40,  Year Built: 1971,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 21,346 (year 2020),  Truck Traffic: 54%,  Average Future Daily Traffic: 23,668 (year 2040),  Design Load: HS 20,  Features Intersected: HORIZON AVE/MILAN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 127.311,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 131.2m (430.4ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.1m (102.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 62.2 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: Better than present minimum criteria,  Deck Geometry: Equal 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: March 2021,  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: 7317,  Location: 1.1 MI E OF EXIT-79 (Lat: 35.169364,  Lng: -107.899381),  Route carried "on" structure: Interstate 40,  Year Built: 1971,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 4.60m (15.09ft),  Average Daily Traffic: 21,688 (year 2020),  Truck Traffic: 51%,  Average Future Daily Traffic: 31,075 (year 2040),  Design Load: HS 20,  Features Intersected: AIRPORT ROAD @ MILAN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 128.762,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.0m (68.9ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 54.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 7318,  Location: 1.1 MI E OF EXIT-79 (Lat: 35.169600,  Lng: -107.899000),  Route carried "on" structure: Interstate 40,  Year Built: 1971,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 4.24m (13.91ft),  Average Daily Traffic: 21,688 (year 2020),  Truck Traffic: 51%,  Average Future Daily Traffic: 31,075 (year 2040),  Design Load: HS 20,  Features Intersected: AIRPORT ROAD @ MILAN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 128.762,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 52.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 7314,  Location: I-40 EXIT 79 (Lat: 35.182339,  Lng: -107.901439),  Route carried "under" structure: State highway 615,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 2,941 (year 2020),  Truck Traffic: 58%,  Features Intersected: HORIZON AVE/MILAN,  Facility Carried by Structure: I-40 EBL
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.1m (102.0ft)

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Structure Number: 7315,  Location: I-40 EXIT 79 (Lat: 35.182394,  Lng: -107.901050),  Route carried "under" structure: State highway 615,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 2,941 (year 2020),  Truck Traffic: 58%,  Features Intersected: HORIZON AVE/MILAN,  Facility Carried by Structure: I-40 WBL
Minimum Vertical Clearance: 5.58m (18.31ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.1m (102.0ft)

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Structure Number: 7316,  Location: 0.5 Mi E of I-40 Exit 79 (Lat: 35.175344,  Lng: -107.900425),  Route carried "under" structure: Interstate 40,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 21,688 (year 2020),  Truck Traffic: 51%,  Features Intersected: I-40 EBL/WBL,  Facility Carried by Structure: PEDESTRIAN WALKWAY
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 128.140,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 29.9m (98.1ft)

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Structure Number: 7317,  Location: 1.1 MI E OF EXIT-79 (Lat: 35.169364,  Lng: -107.899381),  Route carried "under" structure: City street 5081,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 679 (year 2020),  Truck Traffic: 6%,  Features Intersected: AIRPORT ROAD @ MILAN,  Facility Carried by Structure: I-40 EBL
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.0m (68.9ft)

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Structure Number: 7318,  Location: 1.1 MI E OF EXIT-79 (Lat: 35.169600,  Lng: -107.899000),  Route carried "under" structure: City street 4953,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 679 (year 2020),  Truck Traffic: 6%,  Features Intersected: AIRPORT ROAD @ MILAN,  Facility Carried by Structure: I-40 WBL
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.5m (64.0ft)

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