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 - historical statistics
- 31950-1959
- 31960-1969
- 91970-1979
- Reconstructed bridges - Historical Statistics
- 21950-1959
- 01960-1969
- 11970-1979
- 01980-1989
- 41990-1999
- Bridge Condition - Deck
- 66.7%Good
- 16.7%Satisfactory
- 16.7%Fair
- Bridge Condition - Superstructure
- 83.3%Good
- 16.7%Satisfactory
- Bridge Condition - Substructure
- 66.7%Good
- 33.3%Satisfactory
- Bridge Condition - Channel
- 66.7%Good
- 33.3%Satisfactory
- 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
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)
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
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
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
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
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
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
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
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
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)
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)
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)
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)
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)
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)