Bridge Statistics for Los Alamos, New Mexico (NM)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 16Number of bridges
- 200ft / 61.1mTotal length
- $2,062,000Total costs
- 130,152Total average daily traffic
- 21,911Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Los Alamos
- No street view available for this location
- New bridges - historical statistics
- 11940-1949
- 21950-1959
- 11960-1969
- 51970-1979
- 31980-1989
- 21990-1999
- 22010-2019
- Bridge Condition - Deck
- 25.0%Good
- 37.5%Satisfactory
- 37.5%Fair
- Bridge Condition - Superstructure
- 50.0%Good
- 12.5%Satisfactory
- 37.5%Fair
- Bridge Condition - Substructure
- 25.0%Good
- 50.0%Satisfactory
- 12.5%Fair
- 12.5%Poor
- Bridge Condition - Channel
- 54.5%Good
- 36.4%Satisfactory
- 9.1%Poor
- Bridge Condition - Culverts
- 83.3%Good
- 16.7%Fair
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Structure Number: 5693, Location: NM 4 MM 61.6 (Lat: 35.812803, Lng: -106.232483), Route carried "on" structure: State highway 4, Year Built: 1954, Status: Open, Structure Length: 1.06m (3.48ft), Average Daily Traffic: 1,913 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 2,777 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 99.140, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.1m (23.3ft), 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: 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.04m (3.41ft), Designated Inspection Frequency: Every 48 months, Inspection Date: November 2019, Bridge Improvement Cost: $47,000, Roadway Improvement Cost: $4,000, Total Project Cost: $71,000 ( Estimate for 2030)
Structure Number: 5693, Location: NM 4 MM 61.6 (Lat: 35.812803, Lng: -106.232483), Route carried "on" structure: State highway 4, Year Built: 1954, Status: Open, Structure Length: 1.06m (3.48ft), Average Daily Traffic: 1,913 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 2,777 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 99.140, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.1m (23.3ft), 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: 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.04m (3.41ft), Designated Inspection Frequency: Every 48 months, Inspection Date: November 2019, Bridge Improvement Cost: $47,000, Roadway Improvement Cost: $4,000, Total Project Cost: $71,000 ( Estimate for 2030)
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Structure Number: 5695, Location: NM-4 RAMP TO EB NM-502 (Lat: 35.868892, Lng: -106.211439), Route carried "on" structure: Ramp State highway 4, Year Built: 1949, Year Reconstructed: 1989, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 3,395 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 6,994 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 109.114, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2022
Structure Number: 5695, Location: NM-4 RAMP TO EB NM-502 (Lat: 35.868892, Lng: -106.211439), Route carried "on" structure: Ramp State highway 4, Year Built: 1949, Year Reconstructed: 1989, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 3,395 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 6,994 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 109.114, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2022
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Structure Number: 6987, Location: NM 30 MM 1.55 (Lat: 35.899433, Lng: -106.136839), Route carried "on" structure: State highway 30, Year Built: 1968, Status: Open, Structure Length: 2.27m (7.45ft), Average Daily Traffic: 8,057 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 11,696 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.494, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), 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: 64.8 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: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2019
Structure Number: 6987, Location: NM 30 MM 1.55 (Lat: 35.899433, Lng: -106.136839), Route carried "on" structure: State highway 30, Year Built: 1968, Status: Open, Structure Length: 2.27m (7.45ft), Average Daily Traffic: 8,057 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 11,696 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.494, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), 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: 64.8 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: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2019
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Structure Number: 7363, Location: 1.35 MI NORTH JCT NM-502 (Lat: 35.898033, Lng: -106.138856), Route carried "on" structure: State highway 30, Year Built: 1973, Status: Open, Structure Length: 3.27m (10.73ft), Average Daily Traffic: 8,057 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 11,696 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.173, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.7m (51.5ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 53.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.23m (10.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $250,000, Roadway Improvement Cost: $100,000, Total Project Cost: $450,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 7363, Location: 1.35 MI NORTH JCT NM-502 (Lat: 35.898033, Lng: -106.138856), Route carried "on" structure: State highway 30, Year Built: 1973, Status: Open, Structure Length: 3.27m (10.73ft), Average Daily Traffic: 8,057 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 11,696 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.173, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.7m (51.5ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 53.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.23m (10.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $250,000, Roadway Improvement Cost: $100,000, Total Project Cost: $450,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 7364, Location: 1.65 MI NORTH JCT NM-502 (Lat: 35.900528, Lng: -106.135322), Route carried "on" structure: State highway 30, Year Built: 1973, Status: Open, Structure Length: 2.70m (8.86ft), Average Daily Traffic: 8,057 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 11,696 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.655, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 16.0m (52.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 53.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.0 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.65m (8.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $90,000, Roadway Improvement Cost: $124,000, Total Project Cost: $250,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 7364, Location: 1.65 MI NORTH JCT NM-502 (Lat: 35.900528, Lng: -106.135322), Route carried "on" structure: State highway 30, Year Built: 1973, Status: Open, Structure Length: 2.70m (8.86ft), Average Daily Traffic: 8,057 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 11,696 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.655, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 16.0m (52.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 53.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.0 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.65m (8.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $90,000, Roadway Improvement Cost: $124,000, Total Project Cost: $250,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 7365, Location: 3.55 MI NORTH JCT NM-502 (Lat: 35.926714, Lng: -106.121014), Route carried "on" structure: State highway 30, Year Built: 1973, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 8,057 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 11,696 (year 2040), Design Load: HS 20, Features Intersected: GARCIA ARROYO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.713, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 16.0m (52.5ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 50.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 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: Meets minimum limits, 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: 7365, Location: 3.55 MI NORTH JCT NM-502 (Lat: 35.926714, Lng: -106.121014), Route carried "on" structure: State highway 30, Year Built: 1973, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 8,057 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 11,696 (year 2040), Design Load: HS 20, Features Intersected: GARCIA ARROYO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.713, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 16.0m (52.5ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 50.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 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: Meets minimum limits, 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: 7426, Location: 24.40 MI NORTH JCT NM-502 (Lat: 35.910950, Lng: -106.127875), Route carried "on" structure: State highway 30, Year Built: 1973, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 8,057 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 11,696 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.927, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.8m (45.3ft), 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: Good, Operating Rating: 63.2 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 7426, Location: 24.40 MI NORTH JCT NM-502 (Lat: 35.910950, Lng: -106.127875), Route carried "on" structure: State highway 30, Year Built: 1973, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 8,057 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 11,696 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.927, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.8m (45.3ft), 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: Good, Operating Rating: 63.2 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7622, Location: JCT. NM501 and Omega Road (Lat: 35.880000, Lng: -106.321944), Route carried "on" structure: State highway 501, Year Built: 1951, Year Reconstructed: 1992, Status: Open, Structure Length: 24.98m (81.96ft), Average Daily Traffic: 8,265 (year 2017), Truck Traffic: 14%, Average Future Daily Traffic: 15,000 (year 2036), Design Load: H 20, Features Intersected: Omega Road, West Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.242, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: DOE, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 6, Length of Maximum Span: 134.8m (442.3ft), Curb or Sidewalk Widths: Left: 2.3m (7.5ft), Right: 0.0m, Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Operating Rating: 14.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 11.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 24.83m (81.46ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: June 2021, Critical Feature Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 7622, Location: JCT. NM501 and Omega Road (Lat: 35.880000, Lng: -106.321944), Route carried "on" structure: State highway 501, Year Built: 1951, Year Reconstructed: 1992, Status: Open, Structure Length: 24.98m (81.96ft), Average Daily Traffic: 8,265 (year 2017), Truck Traffic: 14%, Average Future Daily Traffic: 15,000 (year 2036), Design Load: H 20, Features Intersected: Omega Road, West Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.242, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: DOE, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 6, Length of Maximum Span: 134.8m (442.3ft), Curb or Sidewalk Widths: Left: 2.3m (7.5ft), Right: 0.0m, Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Operating Rating: 14.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 11.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 24.83m (81.46ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: June 2021, Critical Feature Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 8104, Location: 4.1 MI W OF NM-30 (Lat: 35.869511, Lng: -106.207711), Route carried "on" structure: State highway 502, Year Built: 1978, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 15,916 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 12,284 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY, Facility Carried by Structure: NM-4
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.138, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 26.5m (86.9ft), Skew: 13 degrees, Material/Design: Steel, 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: 64.8 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 48 months, Inspection Date: January 2021, Bridge Improvement Cost: $327,000, Roadway Improvement Cost: $32,000, Total Project Cost: $491,000 ( Estimate for 2030)
Structure Number: 8104, Location: 4.1 MI W OF NM-30 (Lat: 35.869511, Lng: -106.207711), Route carried "on" structure: State highway 502, Year Built: 1978, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 15,916 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 12,284 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY, Facility Carried by Structure: NM-4
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.138, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 26.5m (86.9ft), Skew: 13 degrees, Material/Design: Steel, 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: 64.8 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 48 months, Inspection Date: January 2021, Bridge Improvement Cost: $327,000, Roadway Improvement Cost: $32,000, Total Project Cost: $491,000 ( Estimate for 2030)
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Structure Number: 8623, Location: NM-4 & NM-502 INTERCHANGE (Lat: 35.869406, Lng: -106.215456), Route carried "on" structure: State highway 502, Year Built: 1988, Status: Open, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 9,807 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 13,801 (year 2040), Design Load: HS 20, Features Intersected: NM-4
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.350, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.8m (61.7ft), Skew: 32 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.6m (107.0ft), Curb-To-Curb Width: 20.0m (65.6ft), Out-to-Out Width: 21.5m (70.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 61.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.10m (20.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, 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
Structure Number: 8623, Location: NM-4 & NM-502 INTERCHANGE (Lat: 35.869406, Lng: -106.215456), Route carried "on" structure: State highway 502, Year Built: 1988, Status: Open, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 9,807 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 13,801 (year 2040), Design Load: HS 20, Features Intersected: NM-4
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.350, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.8m (61.7ft), Skew: 32 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.6m (107.0ft), Curb-To-Curb Width: 20.0m (65.6ft), Out-to-Out Width: 21.5m (70.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 61.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.10m (20.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, 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: 8661, Location: 1.0M E JCTNM30/RIO GRANDE (Lat: 35.874831, Lng: -106.141550), Route carried "on" structure: State highway 502, Year Built: 1988, Status: Open, Structure Length: 7.73m (25.36ft), Average Daily Traffic: 8,986 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 6,936 (year 2040), Design Load: HS 20, Features Intersected: RIO GRANDE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.719, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.6m (70.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.9m (107.9ft), Curb-To-Curb Width: 22.5m (73.8ft), Out-to-Out Width: 22.9m (75.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, 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: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 8661, Location: 1.0M E JCTNM30/RIO GRANDE (Lat: 35.874831, Lng: -106.141550), Route carried "on" structure: State highway 502, Year Built: 1988, Status: Open, Structure Length: 7.73m (25.36ft), Average Daily Traffic: 8,986 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 6,936 (year 2040), Design Load: HS 20, Features Intersected: RIO GRANDE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.719, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.6m (70.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.9m (107.9ft), Curb-To-Curb Width: 22.5m (73.8ft), Out-to-Out Width: 22.9m (75.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, 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: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 8985, Location: JUNCTION NM-30 AND NM-502 (Lat: 35.884450, Lng: -106.153725), Route carried "on" structure: State highway 30, Year Built: 1998, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 8,057 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 11,696 (year 2040), Design Load: HS 20, Features Intersected: NM-502
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 32 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 37.0m (121.4ft), Curb-To-Curb Width: 18.0m (59.1ft), Out-to-Out Width: 19.0m (62.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 57.2 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 8985, Location: JUNCTION NM-30 AND NM-502 (Lat: 35.884450, Lng: -106.153725), Route carried "on" structure: State highway 30, Year Built: 1998, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 8,057 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 11,696 (year 2040), Design Load: HS 20, Features Intersected: NM-502
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 32 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 37.0m (121.4ft), Curb-To-Curb Width: 18.0m (59.1ft), Out-to-Out Width: 19.0m (62.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 57.2 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 9621, Location: Jct. Arkansas/Glen Canyon (Lat: 35.901278, Lng: -106.323717), Route carried "on" structure: County highway 28000, Year Built: 2012, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 377 (year 2020), Average Future Daily Traffic: 622 (year 2040), Design Load: HS 20, Features Intersected: Canyon Glen, Facility Carried by Structure: Glen Canyon
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.10m (20.01ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2020, Critical Feature Inspection Date: November 2020, Bridge Improvement Cost: $150,000, Roadway Improvement Cost: $50,000, Total Project Cost: $500,000 ( Estimate for 2070), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 9621, Location: Jct. Arkansas/Glen Canyon (Lat: 35.901278, Lng: -106.323717), Route carried "on" structure: County highway 28000, Year Built: 2012, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 377 (year 2020), Average Future Daily Traffic: 622 (year 2040), Design Load: HS 20, Features Intersected: Canyon Glen, Facility Carried by Structure: Glen Canyon
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.10m (20.01ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2020, Critical Feature Inspection Date: November 2020, Bridge Improvement Cost: $150,000, Roadway Improvement Cost: $50,000, Total Project Cost: $500,000 ( Estimate for 2070), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 971, Location: 2.2 M W of US 84/285 (Lat: 35.880858, Lng: -106.061942), Route carried "on" structure: US 502, Year Built: 2011, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 13,428 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 10,364 (year 2040), Design Load: HS 20, Features Intersected: Unnamed Waterway
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.428, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.3m (83.0ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 26.5m (86.9ft)
Condition: Channel: Poor, Culverts: Fair, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
Structure Number: 971, Location: 2.2 M W of US 84/285 (Lat: 35.880858, Lng: -106.061942), Route carried "on" structure: US 502, Year Built: 2011, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 13,428 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 10,364 (year 2040), Design Load: HS 20, Features Intersected: Unnamed Waterway
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.428, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.3m (83.0ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 26.5m (86.9ft)
Condition: Channel: Poor, Culverts: Fair, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
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Structure Number: 8623, Location: NM-4 & NM-502 INTERCHANGE (Lat: 35.869406, Lng: -106.215456), Route carried "under" structure: State highway 4, Year Built: 1988, Structure Length: 0. m, Average Daily Traffic: 10,737 (year 2020), Truck Traffic: 20%, Features Intersected: NM-4, Facility Carried by Structure: NM-502
Minimum Vertical Clearance: 5.39m (17.68ft), Kilometerpoint: 108.199, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.6m (107.0ft)
Structure Number: 8623, Location: NM-4 & NM-502 INTERCHANGE (Lat: 35.869406, Lng: -106.215456), Route carried "under" structure: State highway 4, Year Built: 1988, Structure Length: 0. m, Average Daily Traffic: 10,737 (year 2020), Truck Traffic: 20%, Features Intersected: NM-4, Facility Carried by Structure: NM-502
Minimum Vertical Clearance: 5.39m (17.68ft), Kilometerpoint: 108.199, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.6m (107.0ft)
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Structure Number: 8985, Location: JUNCTION NM-30 AND NM-502 (Lat: 35.884450, Lng: -106.153725), Route carried "under" structure: State highway 502, Year Built: 1998, Structure Length: 0. m, Average Daily Traffic: 8,986 (year 2020), Truck Traffic: 16%, Features Intersected: NM-502, Facility Carried by Structure: NM-30
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 14.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.0m (121.4ft)
Structure Number: 8985, Location: JUNCTION NM-30 AND NM-502 (Lat: 35.884450, Lng: -106.153725), Route carried "under" structure: State highway 502, Year Built: 1998, Structure Length: 0. m, Average Daily Traffic: 8,986 (year 2020), Truck Traffic: 16%, Features Intersected: NM-502, Facility Carried by Structure: NM-30
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 14.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.0m (121.4ft)