Bridge Statistics for Deming, New Mexico (NM)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 32Number of bridges
- 348ft / 106mTotal length
- $2,538,000Total costs
- 345,521Total average daily traffic
- 136,618Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Deming
- No street view available for this location
- New bridges - historical statistics
- 31950-1959
- 271960-1969
- 11980-1989
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 61990-1999
- 32000-2009
- Bridge Condition - Deck
- 71.4%Good
- 7.1%Satisfactory
- 21.4%Fair
- Bridge Condition - Superstructure
- 78.6%Good
- 21.4%Fair
- Bridge Condition - Substructure
- 71.4%Good
- 28.6%Satisfactory
- Bridge Condition - Channel
- 66.7%Good
- 33.3%Satisfactory
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Structure Number: 561, Location: 2.1 MI W OF JCT US-180 (Lat: 32.265092, Lng: -107.805933), Route carried "on" structure: Interstate 10, Year Built: 1952, Status: Open, Structure Length: 4.18m (13.71ft), Average Daily Traffic: 13,301 (year 2020), Truck Traffic: 37%, Average Future Daily Traffic: 20,907 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 127.959, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 16, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
Structure Number: 561, Location: 2.1 MI W OF JCT US-180 (Lat: 32.265092, Lng: -107.805933), Route carried "on" structure: Interstate 10, Year Built: 1952, Status: Open, Structure Length: 4.18m (13.71ft), Average Daily Traffic: 13,301 (year 2020), Truck Traffic: 37%, Average Future Daily Traffic: 20,907 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 127.959, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 16, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
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Structure Number: 5611, Location: 4.0 MI W JCT US-180 (Lat: 32.262456, Lng: -107.827233), Route carried "on" structure: Interstate 10, Year Built: 1952, Status: Open, Structure Length: 4.96m (16.27ft), Average Daily Traffic: 13,301 (year 2020), Truck Traffic: 37%, Average Future Daily Traffic: 20,907 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 125.947, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.0m (26.2ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 19, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 50.6 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
Structure Number: 5611, Location: 4.0 MI W JCT US-180 (Lat: 32.262456, Lng: -107.827233), Route carried "on" structure: Interstate 10, Year Built: 1952, Status: Open, Structure Length: 4.96m (16.27ft), Average Daily Traffic: 13,301 (year 2020), Truck Traffic: 37%, Average Future Daily Traffic: 20,907 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 125.947, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.0m (26.2ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 19, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 50.6 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
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Structure Number: 5612, Location: 8.3 MI E OF JCT NM-418 (Lat: 32.259325, Lng: -107.852533), Route carried "on" structure: Interstate 10, Year Built: 1952, Status: Open, Structure Length: 4.69m (15.39ft), Average Daily Traffic: 13,301 (year 2020), Truck Traffic: 37%, Average Future Daily Traffic: 20,907 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 123.533, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.0m (26.2ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 18, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
Structure Number: 5612, Location: 8.3 MI E OF JCT NM-418 (Lat: 32.259325, Lng: -107.852533), Route carried "on" structure: Interstate 10, Year Built: 1952, Status: Open, Structure Length: 4.69m (15.39ft), Average Daily Traffic: 13,301 (year 2020), Truck Traffic: 37%, Average Future Daily Traffic: 20,907 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 123.533, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.0m (26.2ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 18, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
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Structure Number: 6702, Location: 8.3 MI E OF JCT NM-418 (Lat: 32.258947, Lng: -107.852458), Route carried "on" structure: Interstate 10, Year Built: 1965, Status: Open, Structure Length: 4.69m (15.39ft), Average Daily Traffic: 13,301 (year 2020), Truck Traffic: 37%, Average Future Daily Traffic: 20,907 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 123.533, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.0m (26.2ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 18, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 37.6 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
Structure Number: 6702, Location: 8.3 MI E OF JCT NM-418 (Lat: 32.258947, Lng: -107.852458), Route carried "on" structure: Interstate 10, Year Built: 1965, Status: Open, Structure Length: 4.69m (15.39ft), Average Daily Traffic: 13,301 (year 2020), Truck Traffic: 37%, Average Future Daily Traffic: 20,907 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 123.533, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.0m (26.2ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 18, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 37.6 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
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Structure Number: 6703, Location: 4.0 MI W OF JCT US-180 (Lat: 32.262094, Lng: -107.827114), Route carried "on" structure: Interstate 10, Year Built: 1965, Status: Open, Structure Length: 4.95m (16.24ft), Average Daily Traffic: 13,301 (year 2020), Truck Traffic: 37%, Average Future Daily Traffic: 20,907 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 125.947, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 19, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 37.6 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021
Structure Number: 6703, Location: 4.0 MI W OF JCT US-180 (Lat: 32.262094, Lng: -107.827114), Route carried "on" structure: Interstate 10, Year Built: 1965, Status: Open, Structure Length: 4.95m (16.24ft), Average Daily Traffic: 13,301 (year 2020), Truck Traffic: 37%, Average Future Daily Traffic: 20,907 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 125.947, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 19, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 37.6 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021
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Structure Number: 6704, Location: 2.8 MI W OF JCT US-180 (Lat: 32.264717, Lng: -107.805878), Route carried "on" structure: Interstate 10, Year Built: 1965, Status: Open, Structure Length: 4.18m (13.71ft), Average Daily Traffic: 13,301 (year 2020), Truck Traffic: 37%, Average Future Daily Traffic: 20,907 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 127.959, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.8m (48.6ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 16, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 37.6 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
Structure Number: 6704, Location: 2.8 MI W OF JCT US-180 (Lat: 32.264717, Lng: -107.805878), Route carried "on" structure: Interstate 10, Year Built: 1965, Status: Open, Structure Length: 4.18m (13.71ft), Average Daily Traffic: 13,301 (year 2020), Truck Traffic: 37%, Average Future Daily Traffic: 20,907 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 127.959, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.8m (48.6ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 16, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 37.6 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
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Structure Number: 6768, Location: 3.4 MI E OF JCT US-180 (Lat: 32.278492, Lng: -107.702697), Route carried "on" structure: Interstate 10, Year Built: 1968, Status: Open, Structure Length: 7.41m (24.31ft), Average Daily Traffic: 15,332 (year 2020), Truck Traffic: 37%, Average Future Daily Traffic: 26,248 (year 2040), Design Load: HS 20, Features Intersected: MIMBRES RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 137.792, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 6768, Location: 3.4 MI E OF JCT US-180 (Lat: 32.278492, Lng: -107.702697), Route carried "on" structure: Interstate 10, Year Built: 1968, Status: Open, Structure Length: 7.41m (24.31ft), Average Daily Traffic: 15,332 (year 2020), Truck Traffic: 37%, Average Future Daily Traffic: 26,248 (year 2040), Design Load: HS 20, Features Intersected: MIMBRES RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 137.792, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 6769, Location: 3.4 MI E OF JCT US-180 (Lat: 32.278833, Lng: -107.702919), Route carried "on" structure: Interstate 10, Year Built: 1968, Status: Open, Structure Length: 7.41m (24.31ft), Average Daily Traffic: 15,332 (year 2020), Truck Traffic: 37%, Average Future Daily Traffic: 26,248 (year 2040), Design Load: HS 20, Features Intersected: MIMBRES RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 137.840, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 6769, Location: 3.4 MI E OF JCT US-180 (Lat: 32.278833, Lng: -107.702919), Route carried "on" structure: Interstate 10, Year Built: 1968, Status: Open, Structure Length: 7.41m (24.31ft), Average Daily Traffic: 15,332 (year 2020), Truck Traffic: 37%, Average Future Daily Traffic: 26,248 (year 2040), Design Load: HS 20, Features Intersected: MIMBRES RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 137.840, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 681, Location: West Deming Interchange (Lat: 32.268100, Lng: -107.777000), Route carried "on" structure: Interstate 10, Year Built: 1969, Year Reconstructed: 2002, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 15,510 (year 2020), Truck Traffic: 51%, Average Future Daily Traffic: 22,223 (year 2040), Design Load: HS 20, Features Intersected: I-10 Ramp Loop 002-2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 130.695, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.8m (38.7ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.1m (52.8ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 50.0 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 minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 681, Location: West Deming Interchange (Lat: 32.268100, Lng: -107.777000), Route carried "on" structure: Interstate 10, Year Built: 1969, Year Reconstructed: 2002, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 15,510 (year 2020), Truck Traffic: 51%, Average Future Daily Traffic: 22,223 (year 2040), Design Load: HS 20, Features Intersected: I-10 Ramp Loop 002-2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 130.695, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.8m (38.7ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.1m (52.8ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 50.0 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 minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 6811, Location: West Deming Interchange (Lat: 32.268194, Lng: -107.777242), Route carried "on" structure: Interstate 10, Year Built: 1969, Year Reconstructed: 2002, Status: Open, Structure Length: 4.30m (14.11ft), Average Daily Traffic: 12,353 (year 2020), Truck Traffic: 51%, Average Future Daily Traffic: 17,700 (year 2040), Design Load: HS 20, Features Intersected: Loop 002-2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 130.695, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.8m (38.7ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.1m (52.8ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 57.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.7 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6811, Location: West Deming Interchange (Lat: 32.268194, Lng: -107.777242), Route carried "on" structure: Interstate 10, Year Built: 1969, Year Reconstructed: 2002, Status: Open, Structure Length: 4.30m (14.11ft), Average Daily Traffic: 12,353 (year 2020), Truck Traffic: 51%, Average Future Daily Traffic: 17,700 (year 2040), Design Load: HS 20, Features Intersected: Loop 002-2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 130.695, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.8m (38.7ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.1m (52.8ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 57.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.7 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 6812, Location: 0.5 MI W OF US-180/I-10 (Lat: 32.269108, Lng: -107.768725), Route carried "on" structure: Interstate 10, Year Built: 1969, Year Reconstructed: 2000, Status: Open, Structure Length: 3.63m (11.91ft), Average Daily Traffic: 16,409 (year 2020), Truck Traffic: 51%, Average Future Daily Traffic: 23,511 (year 2040), Design Load: HS 20, Features Intersected: 8th Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 131.660, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.3 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, Underclear: Somewhat better than minimum adequacy, 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, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6812, Location: 0.5 MI W OF US-180/I-10 (Lat: 32.269108, Lng: -107.768725), Route carried "on" structure: Interstate 10, Year Built: 1969, Year Reconstructed: 2000, Status: Open, Structure Length: 3.63m (11.91ft), Average Daily Traffic: 16,409 (year 2020), Truck Traffic: 51%, Average Future Daily Traffic: 23,511 (year 2040), Design Load: HS 20, Features Intersected: 8th Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 131.660, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.3 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, Underclear: Somewhat better than minimum adequacy, 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, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 6813, Location: 0.5 Mi W of US-180/Deming (Lat: 32.269297, Lng: -107.768722), Route carried "on" structure: Interstate 10, Year Built: 1969, Status: Open, Structure Length: 3.63m (11.91ft), Average Daily Traffic: 16,409 (year 2020), Truck Traffic: 51%, Average Future Daily Traffic: 23,511 (year 2040), Design Load: HS 20, Features Intersected: 8th Steet
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 131.660, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.3 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, Underclear: Meets minimum limits, 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, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6813, Location: 0.5 Mi W of US-180/Deming (Lat: 32.269297, Lng: -107.768722), Route carried "on" structure: Interstate 10, Year Built: 1969, Status: Open, Structure Length: 3.63m (11.91ft), Average Daily Traffic: 16,409 (year 2020), Truck Traffic: 51%, Average Future Daily Traffic: 23,511 (year 2040), Design Load: HS 20, Features Intersected: 8th Steet
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 131.660, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.3 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, Underclear: Meets minimum limits, 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, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 6814, Location: Jct. US-180 and I-10 (Lat: 32.270306, Lng: -107.758992), Route carried "on" structure: Interstate 10, Year Built: 1969, Year Reconstructed: 2001, Status: Open, Structure Length: 5.58m (18.31ft), Average Daily Traffic: 14,376 (year 2020), Truck Traffic: 51%, Average Future Daily Traffic: 20,599 (year 2040), Design Load: HS 20, Features Intersected: US-180 NBL and SBL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 132.449, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.7m (38.4ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.7m (90.9ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, 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, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6814, Location: Jct. US-180 and I-10 (Lat: 32.270306, Lng: -107.758992), Route carried "on" structure: Interstate 10, Year Built: 1969, Year Reconstructed: 2001, Status: Open, Structure Length: 5.58m (18.31ft), Average Daily Traffic: 14,376 (year 2020), Truck Traffic: 51%, Average Future Daily Traffic: 20,599 (year 2040), Design Load: HS 20, Features Intersected: US-180 NBL and SBL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 132.449, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.7m (38.4ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.7m (90.9ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, 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, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 6815, Location: Junction I-10/US-180 (Lat: 32.270486, Lng: -107.759042), Route carried "on" structure: Interstate 10, Year Built: 1969, Year Reconstructed: 2001, Status: Open, Structure Length: 5.55m (18.21ft), Average Daily Traffic: 14,376 (year 2020), Truck Traffic: 51%, Average Future Daily Traffic: 20,599 (year 2040), Design Load: HS 20, Features Intersected: US-180 NBL and SBL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 132.449, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.7m (38.4ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.7m (90.9ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, 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, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6815, Location: Junction I-10/US-180 (Lat: 32.270486, Lng: -107.759042), Route carried "on" structure: Interstate 10, Year Built: 1969, Year Reconstructed: 2001, Status: Open, Structure Length: 5.55m (18.21ft), Average Daily Traffic: 14,376 (year 2020), Truck Traffic: 51%, Average Future Daily Traffic: 20,599 (year 2040), Design Load: HS 20, Features Intersected: US-180 NBL and SBL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 132.449, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.7m (38.4ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.7m (90.9ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, 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, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 6816, Location: 0.3 Mi E Jct US-180/I-10 (Lat: 32.271081, Lng: -107.752728), Route carried "on" structure: Interstate 10, Year Built: 1969, Year Reconstructed: 2000, Status: Open, Structure Length: 3.57m (11.71ft), Average Daily Traffic: 16,764 (year 2020), Truck Traffic: 51%, Average Future Daily Traffic: 24,020 (year 2040), Design Load: HS 20, Features Intersected: FL4336/Pearl Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 133.028, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 50.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.54m (11.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $249,000, Roadway Improvement Cost: $24,000, Total Project Cost: $374,000 ( Estimate for 2030), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6816, Location: 0.3 Mi E Jct US-180/I-10 (Lat: 32.271081, Lng: -107.752728), Route carried "on" structure: Interstate 10, Year Built: 1969, Year Reconstructed: 2000, Status: Open, Structure Length: 3.57m (11.71ft), Average Daily Traffic: 16,764 (year 2020), Truck Traffic: 51%, Average Future Daily Traffic: 24,020 (year 2040), Design Load: HS 20, Features Intersected: FL4336/Pearl Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 133.028, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 50.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.54m (11.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $249,000, Roadway Improvement Cost: $24,000, Total Project Cost: $374,000 ( Estimate for 2030), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 6817, Location: 0.3 Mi E of Jct US-180 (Lat: 32.271256, Lng: -107.752761), Route carried "on" structure: Interstate 10, Year Built: 1969, Year Reconstructed: 2000, Status: Open, Structure Length: 3.57m (11.71ft), Average Daily Traffic: 16,764 (year 2020), Truck Traffic: 51%, Average Future Daily Traffic: 24,020 (year 2040), Design Load: HS 20, Features Intersected: FL4336/Pearl Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 133.028, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 55.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.0 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.57m (11.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $431,000, Roadway Improvement Cost: $43,000, Total Project Cost: $646,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6817, Location: 0.3 Mi E of Jct US-180 (Lat: 32.271256, Lng: -107.752761), Route carried "on" structure: Interstate 10, Year Built: 1969, Year Reconstructed: 2000, Status: Open, Structure Length: 3.57m (11.71ft), Average Daily Traffic: 16,764 (year 2020), Truck Traffic: 51%, Average Future Daily Traffic: 24,020 (year 2040), Design Load: HS 20, Features Intersected: FL4336/Pearl Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 133.028, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 55.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.0 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.57m (11.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $431,000, Roadway Improvement Cost: $43,000, Total Project Cost: $646,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 6818, Location: 1.4 M E JCT I-10/US-180 (Lat: 32.273172, Lng: -107.735706), Route carried "on" structure: Interstate 10, Year Built: 1969, Year Reconstructed: 2001, Status: Open, Structure Length: 5.88m (19.29ft), Average Daily Traffic: 18,933 (year 2020), Truck Traffic: 51%, Average Future Daily Traffic: 27,128 (year 2040), Design Load: HS 20, Features Intersected: Abandoned R/R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 134.654, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.7m (38.4ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 78.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6818, Location: 1.4 M E JCT I-10/US-180 (Lat: 32.273172, Lng: -107.735706), Route carried "on" structure: Interstate 10, Year Built: 1969, Year Reconstructed: 2001, Status: Open, Structure Length: 5.88m (19.29ft), Average Daily Traffic: 18,933 (year 2020), Truck Traffic: 51%, Average Future Daily Traffic: 27,128 (year 2040), Design Load: HS 20, Features Intersected: Abandoned R/R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 134.654, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.7m (38.4ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 78.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 6819, Location: 1.4 M E JCT I-10/US-180 (Lat: 32.273325, Lng: -107.735928), Route carried "on" structure: Interstate 10, Year Built: 1969, Year Reconstructed: 2001, Status: Open, Structure Length: 6.42m (21.06ft), Average Daily Traffic: 18,933 (year 2020), Truck Traffic: 51%, Average Future Daily Traffic: 27,128 (year 2040), Design Load: HS 20, Features Intersected: Abandoned UP R/R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 134.976, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.8m (38.7ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.1m (79.1ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 78.4 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6819, Location: 1.4 M E JCT I-10/US-180 (Lat: 32.273325, Lng: -107.735928), Route carried "on" structure: Interstate 10, Year Built: 1969, Year Reconstructed: 2001, Status: Open, Structure Length: 6.42m (21.06ft), Average Daily Traffic: 18,933 (year 2020), Truck Traffic: 51%, Average Future Daily Traffic: 27,128 (year 2040), Design Load: HS 20, Features Intersected: Abandoned UP R/R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 134.976, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.8m (38.7ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.1m (79.1ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 78.4 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 682, Location: 2.6 M E JCT I-10/ US-180 (Lat: 32.276036, Lng: -107.713222), Route carried "on" structure: State highway 22, Year Built: 1967, Status: Open, Structure Length: 7.68m (25.20ft), Average Daily Traffic: 1,093 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 3,279 (year 2040), Design Load: HS 20, Features Intersected: I-10 EBL and WBL, Facility Carried by Structure: Loop-0002-2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.759, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 43.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 7.68m (25.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $773,000, Roadway Improvement Cost: $77,000, Total Project Cost: $1,159,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 682, Location: 2.6 M E JCT I-10/ US-180 (Lat: 32.276036, Lng: -107.713222), Route carried "on" structure: State highway 22, Year Built: 1967, Status: Open, Structure Length: 7.68m (25.20ft), Average Daily Traffic: 1,093 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 3,279 (year 2040), Design Load: HS 20, Features Intersected: I-10 EBL and WBL, Facility Carried by Structure: Loop-0002-2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.759, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 43.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 7.68m (25.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $773,000, Roadway Improvement Cost: $77,000, Total Project Cost: $1,159,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 7984, Location: 1.0 MI N OF I-10 (Lat: 32.283300, Lng: -107.761200), Route carried "on" structure: US 180, Year Built: 1980, Status: Open, Structure Length: 1.09m (3.58ft), Average Daily Traffic: 9,928 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 1,399 (year 2040), Design Load: HS 20, Features Intersected: MIMBRES RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 263.163, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $239,000, Roadway Improvement Cost: $23,000, Total Project Cost: $359,000 ( Estimate for 2030)
Structure Number: 7984, Location: 1.0 MI N OF I-10 (Lat: 32.283300, Lng: -107.761200), Route carried "on" structure: US 180, Year Built: 1980, Status: Open, Structure Length: 1.09m (3.58ft), Average Daily Traffic: 9,928 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 1,399 (year 2040), Design Load: HS 20, Features Intersected: MIMBRES RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 263.163, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $239,000, Roadway Improvement Cost: $23,000, Total Project Cost: $359,000 ( Estimate for 2030)
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Structure Number: 9625, Location: 23.9 Mi E Loop-22/Deming (Lat: 32.225069, Lng: -107.318656), Route carried "on" structure: State highway 549, Year Built: 2016, Status: Open, Structure Length: 8.81m (28.90ft), Average Daily Traffic: 722 (year 2020), Truck Traffic: 21%, Average Future Daily Traffic: 621 (year 2040), Design Load: HS 20, Features Intersected: Union Pacific R/R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.463, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 0.0m, Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Inventory Rating: 54.6 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 9625, Location: 23.9 Mi E Loop-22/Deming (Lat: 32.225069, Lng: -107.318656), Route carried "on" structure: State highway 549, Year Built: 2016, Status: Open, Structure Length: 8.81m (28.90ft), Average Daily Traffic: 722 (year 2020), Truck Traffic: 21%, Average Future Daily Traffic: 621 (year 2040), Design Load: HS 20, Features Intersected: Union Pacific R/R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.463, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 0.0m, Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Inventory Rating: 54.6 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 681, Location: West Deming Interchange (Lat: 32.268100, Lng: -107.777000), Route carried "under" structure: State highway 22, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 743 (year 2020), Truck Traffic: 16%, Features Intersected: I-10 Ramp Loop 002-2, Facility Carried by Structure: I-10 EBl
Minimum Vertical Clearance: 4.91m (16.11ft), Kilometerpoint: 0.002, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.1m (52.8ft)
Structure Number: 681, Location: West Deming Interchange (Lat: 32.268100, Lng: -107.777000), Route carried "under" structure: State highway 22, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 743 (year 2020), Truck Traffic: 16%, Features Intersected: I-10 Ramp Loop 002-2, Facility Carried by Structure: I-10 EBl
Minimum Vertical Clearance: 4.91m (16.11ft), Kilometerpoint: 0.002, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.1m (52.8ft)
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Structure Number: 6811, Location: West Deming Interchange (Lat: 32.268194, Lng: -107.777242), Route carried "under" structure: State highway 22, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 743 (year 2020), Truck Traffic: 16%, Features Intersected: Loop 002-2, Facility Carried by Structure: I-10 WBL
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 0.002, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.1m (52.8ft)
Structure Number: 6811, Location: West Deming Interchange (Lat: 32.268194, Lng: -107.777242), Route carried "under" structure: State highway 22, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 743 (year 2020), Truck Traffic: 16%, Features Intersected: Loop 002-2, Facility Carried by Structure: I-10 WBL
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 0.002, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.1m (52.8ft)
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Structure Number: 6812, Location: 0.5 MI W OF US-180/I-10 (Lat: 32.269108, Lng: -107.768725), Route carried "under" structure: City street 5339, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 284 (year 2020), Truck Traffic: 7%, Features Intersected: 8th Street, Facility Carried by Structure: I-10 EBL
Minimum Vertical Clearance: 4.85m (15.91ft), Kilometerpoint: 0.192, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 13.4m (44.0ft)
Structure Number: 6812, Location: 0.5 MI W OF US-180/I-10 (Lat: 32.269108, Lng: -107.768725), Route carried "under" structure: City street 5339, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 284 (year 2020), Truck Traffic: 7%, Features Intersected: 8th Street, Facility Carried by Structure: I-10 EBL
Minimum Vertical Clearance: 4.85m (15.91ft), Kilometerpoint: 0.192, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 13.4m (44.0ft)
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Structure Number: 6813, Location: 0.5 Mi W of US-180/Deming (Lat: 32.269297, Lng: -107.768722), Route carried "under" structure: City street 5339, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 284 (year 2020), Truck Traffic: 7%, Features Intersected: 8th Steet, Facility Carried by Structure: I-10 WBL
Minimum Vertical Clearance: 4.82m (15.81ft), Kilometerpoint: 0.192, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 13.4m (44.0ft)
Structure Number: 6813, Location: 0.5 Mi W of US-180/Deming (Lat: 32.269297, Lng: -107.768722), Route carried "under" structure: City street 5339, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 284 (year 2020), Truck Traffic: 7%, Features Intersected: 8th Steet, Facility Carried by Structure: I-10 WBL
Minimum Vertical Clearance: 4.82m (15.81ft), Kilometerpoint: 0.192, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 13.4m (44.0ft)
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Structure Number: 6814, Location: Jct. US-180 and I-10 (Lat: 32.270306, Lng: -107.758992), Route carried "under" structure: US 180, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 7,018 (year 2020), Truck Traffic: 7%, Features Intersected: US-180 NBL and SBL, Facility Carried by Structure: I-10 EBL
Minimum Vertical Clearance: 4.60m (15.09ft), Kilometerpoint: 263.128, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.7m (90.9ft)
Structure Number: 6814, Location: Jct. US-180 and I-10 (Lat: 32.270306, Lng: -107.758992), Route carried "under" structure: US 180, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 7,018 (year 2020), Truck Traffic: 7%, Features Intersected: US-180 NBL and SBL, Facility Carried by Structure: I-10 EBL
Minimum Vertical Clearance: 4.60m (15.09ft), Kilometerpoint: 263.128, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.7m (90.9ft)
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Structure Number: 6815, Location: Junction I-10/US-180 (Lat: 32.270486, Lng: -107.759042), Route carried "under" structure: US 180, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 7,018 (year 2020), Truck Traffic: 7%, Features Intersected: US-180 NBL and SBL, Facility Carried by Structure: I-10 WBL
Minimum Vertical Clearance: 4.60m (15.09ft), Kilometerpoint: 263.208, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.7m (90.9ft)
Structure Number: 6815, Location: Junction I-10/US-180 (Lat: 32.270486, Lng: -107.759042), Route carried "under" structure: US 180, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 7,018 (year 2020), Truck Traffic: 7%, Features Intersected: US-180 NBL and SBL, Facility Carried by Structure: I-10 WBL
Minimum Vertical Clearance: 4.60m (15.09ft), Kilometerpoint: 263.208, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.7m (90.9ft)
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Structure Number: 6816, Location: 0.3 Mi E Jct US-180/I-10 (Lat: 32.271081, Lng: -107.752728), Route carried "under" structure: City street 4336, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 1,799 (year 2020), Truck Traffic: 7%, Features Intersected: FL4336/Pearl Street, Facility Carried by Structure: I-10 EBL
Minimum Vertical Clearance: 4.97m (16.31ft), Kilometerpoint: 1.603, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 13.4m (44.0ft)
Structure Number: 6816, Location: 0.3 Mi E Jct US-180/I-10 (Lat: 32.271081, Lng: -107.752728), Route carried "under" structure: City street 4336, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 1,799 (year 2020), Truck Traffic: 7%, Features Intersected: FL4336/Pearl Street, Facility Carried by Structure: I-10 EBL
Minimum Vertical Clearance: 4.97m (16.31ft), Kilometerpoint: 1.603, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 13.4m (44.0ft)
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Structure Number: 6817, Location: 0.3 Mi E of Jct US-180 (Lat: 32.271256, Lng: -107.752761), Route carried "under" structure: City street 4336, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 1,799 (year 2020), Truck Traffic: 7%, Features Intersected: FL4336/Pearl Street, Facility Carried by Structure: I-10 WBL
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 1.448, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 13.4m (44.0ft)
Structure Number: 6817, Location: 0.3 Mi E of Jct US-180 (Lat: 32.271256, Lng: -107.752761), Route carried "under" structure: City street 4336, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 1,799 (year 2020), Truck Traffic: 7%, Features Intersected: FL4336/Pearl Street, Facility Carried by Structure: I-10 WBL
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 1.448, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 13.4m (44.0ft)
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Structure Number: 682, Location: 2.6 M E JCT I-10/ US-180 (Lat: 32.276036, Lng: -107.713222), Route carried "under" structure: Interstate 10, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 17,083 (year 2020), Truck Traffic: 51%, Features Intersected: I-10 EBL and WBL, Facility Carried by Structure: Loop-0002-2
Minimum Vertical Clearance: 4.94m (16.21ft), Kilometerpoint: 136.794, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.9m (75.1ft)
Structure Number: 682, Location: 2.6 M E JCT I-10/ US-180 (Lat: 32.276036, Lng: -107.713222), Route carried "under" structure: Interstate 10, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 17,083 (year 2020), Truck Traffic: 51%, Features Intersected: I-10 EBL and WBL, Facility Carried by Structure: Loop-0002-2
Minimum Vertical Clearance: 4.94m (16.21ft), Kilometerpoint: 136.794, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.9m (75.1ft)
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Structure Number: 6821, Location: 0.02 MI N OF JCT I-10 (Lat: 32.271333, Lng: -107.759161), Route carried "under" structure: US 180, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 12,855 (year 2020), Truck Traffic: 7%, Features Intersected: US-180, Facility Carried by Structure: RAILROAD
Minimum Vertical Clearance: 4.91m (16.11ft), Kilometerpoint: 264.335, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 12.8m (42.0ft)
Structure Number: 6821, Location: 0.02 MI N OF JCT I-10 (Lat: 32.271333, Lng: -107.759161), Route carried "under" structure: US 180, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 12,855 (year 2020), Truck Traffic: 7%, Features Intersected: US-180, Facility Carried by Structure: RAILROAD
Minimum Vertical Clearance: 4.91m (16.11ft), Kilometerpoint: 264.335, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 12.8m (42.0ft)
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Structure Number: 6822, Location: 0.03 MI N OF I-10 (Lat: 32.271686, Lng: -107.759222), Route carried "under" structure: US 180, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 12,855 (year 2020), Truck Traffic: 7%, Features Intersected: US-180, Facility Carried by Structure: RAILROAD
Minimum Vertical Clearance: 4.94m (16.21ft), Kilometerpoint: 0.002, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 13.0m (42.7ft)
Structure Number: 6822, Location: 0.03 MI N OF I-10 (Lat: 32.271686, Lng: -107.759222), Route carried "under" structure: US 180, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 12,855 (year 2020), Truck Traffic: 7%, Features Intersected: US-180, Facility Carried by Structure: RAILROAD
Minimum Vertical Clearance: 4.94m (16.21ft), Kilometerpoint: 0.002, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 13.0m (42.7ft)