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Bridge Statistics for Deming, New Mexico (NM) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Deming, NM, New Mexico, New Mexico forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 22 Total length: 98 meters (322ft) Total costs: $6,975,000 Total average daily traffic: 164,377 Total average daily truck traffic: 50,924 National Bridge Inventory (NBI) Registered Bridges for Deming
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Find on map >>
Structure Number: 681, Location: WEST DEMING INTERCHANGE (Lat: 32.268333, Lng: -107.768333), Route carried "on" structure: Interstate 10, Year Built: 1969, Year Reconstructed: 2002, Status: Open, Structure Length: 4.30m (14.11ft), Average Daily Traffic: 7,420 (year 2007), Truck Traffic: 40%, Average Future Daily Traffic: 12,500 (year 2027), Design Load: HS 20, Features Intersected: I-10 RAMP 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: 12.2m (40.0ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.2m (53.1ft), 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: 47.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 3.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.30m (14.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $705,000, Roadway Improvement Cost: $70,000, Total Project Cost: $1,057,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 6811, Location: WEST DEMING INTERCHANGE (Lat: 32.268333, Lng: -107.776667), Route carried "on" structure: Interstate 10, Year Built: 1969, Year Reconstructed: 2002, Status: Open, Structure Length: 4.30m (14.11ft), Average Daily Traffic: 10,737 (year 2007), Truck Traffic: 40%, Average Future Daily Traffic: 18,087 (year 2027), Design Load: HS 20, Features Intersected: I-10 RAMP 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: 12.2m (40.0ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.2m (53.1ft), 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: 47.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 3.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.30m (14.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $705,000, Roadway Improvement Cost: $70,000, Total Project Cost: $1,057,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 6812, Location: 0.5 MI W OF US-180/DEMING (Lat: 32.265000, Lng: -107.768333), Route carried "on" structure: Interstate 10, Year Built: 1969, Year Reconstructed: 2000, Status: Open, Structure Length: 3.63m (11.91ft), Average Daily Traffic: 12,368 (year 2007), Truck Traffic: 40%, Average Future Daily Traffic: 20,835 (year 2027), Design Load: HS 20, Features Intersected: 8TH STREET IN DEMING 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), 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: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 37.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.63m (11.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2006, Bridge Improvement Cost: $439,000, Roadway Improvement Cost: $43,000, Total Project Cost: $658,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 6813, Location: 0.5 MI W OF US-180/DEMING (Lat: 32.265000, Lng: -107.768333), Route carried "on" structure: Interstate 10, Year Built: 1969, Year Reconstructed: 2000, Status: Open, Structure Length: 3.60m (11.81ft), Average Daily Traffic: 10,400 (year 2007), Truck Traffic: 40%, Average Future Daily Traffic: 17,520 (year 2027), 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: 12.2m (40.0ft), 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: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 37.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.60m (11.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2006, Bridge Improvement Cost: $435,000, Roadway Improvement Cost: $43,000, Total Project Cost: $653,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 6814, Location: JUNCTION I-10/US-180 (Lat: 32.268333, Lng: -107.758333), Route carried "on" structure: Interstate 10, Year Built: 1969, Year Reconstructed: 2001, Status: Open, Structure Length: 5.58m (18.31ft), Average Daily Traffic: 9,396 (year 2007), Truck Traffic: 40%, Average Future Daily Traffic: 15,828 (year 2027), Design Load: HS 20, Features Intersected: US-180 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 132.449, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.7m (90.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 58.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.58m (18.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2006, Bridge Improvement Cost: $675,000, Roadway Improvement Cost: $67,000, Total Project Cost: $1,012,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 6815, Location: JUNCTION I-10/US-180 (Lat: 32.268333, Lng: -107.758333), Route carried "on" structure: Interstate 10, Year Built: 1969, Year Reconstructed: 2001, Status: Open, Structure Length: 5.55m (18.21ft), Average Daily Traffic: 8,909 (year 2007), Truck Traffic: 40%, Average Future Daily Traffic: 15,008 (year 2027), Design Load: HS 20, Features Intersected: US-180 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 132.449, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.7m (90.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 58.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, 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 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 6816, Location: 0.3 MI E OF JCT US-180 (Lat: 32.270000, Lng: -107.743333), Route carried "on" structure: Interstate 10, Year Built: 1969, Year Reconstructed: 2000, Status: Open, Structure Length: 3.57m (11.71ft), Average Daily Traffic: 10,215 (year 2007), Truck Traffic: 40%, Average Future Daily Traffic: 17,208 (year 2027), 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: 12.8m (42.0ft), Out-to-Out Width: 13.9m (45.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 35.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 9.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Equal to present desirable 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 2006, Bridge Improvement Cost: $479,000, Roadway Improvement Cost: $47,000, Total Project Cost: $718,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 6817, Location: 0.3 MI E OF JCT US-180 (Lat: 32.271667, Lng: -107.753333), Route carried "on" structure: Interstate 10, Year Built: 1969, Year Reconstructed: 2000, Status: Open, Structure Length: 3.57m (11.71ft), Average Daily Traffic: 10,792 (year 2007), Truck Traffic: 40%, Average Future Daily Traffic: 18,180 (year 2027), 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), 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: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 35.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 8.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, 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 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 6818, Location: 1.4 MI E OF JCT US-180 (Lat: 32.273333, Lng: -107.736667), Route carried "on" structure: Interstate 10, Year Built: 1969, Year Reconstructed: 2001, Status: Open, Structure Length: 5.88m (19.29ft), Average Daily Traffic: 11,421 (year 2007), Truck Traffic: 40%, Average Future Daily Traffic: 19,240 (year 2027), Design Load: HS 20, Features Intersected: S.P. RAILROAD SPUR 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: 11.6m (38.1ft), Skew: 14 degrees, Material/Design: Prestressed concrete, 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: 79.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.9 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, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 6819, Location: 1.4 MI E OF JCT US-180 (Lat: 32.273333, Lng: -107.736667), Route carried "on" structure: Interstate 10, Year Built: 1969, Year Reconstructed: 2001, Status: Open, Structure Length: 6.43m (21.10ft), Average Daily Traffic: 10,050 (year 2007), Truck Traffic: 40%, Average Future Daily Traffic: 16,930 (year 2027), Design Load: HS 20, Features Intersected: S.P. RAILROAD SPUR 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: 11.9m (39.0ft), Skew: 14 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: 79.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 682, Location: 2.6 MI E OF JCT US-180 (Lat: 32.275000, Lng: -107.716667), Route carried "on" structure: State highway L0022, Year Built: 1967, Status: Open, Structure Length: 7.68m (25.20ft), Average Daily Traffic: 3,041 (year 2007), Truck Traffic: 13%, Average Future Daily Traffic: 3,963 (year 2027), Design Load: HS 20, Features Intersected: I-10 EBL AND WBL, Facility Carried by Structure: E. DEMING INTERCHG Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.968, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 14, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 10.4m (34.1ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, 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: January 2008, Bridge Improvement Cost: $773,000, Roadway Improvement Cost: $77,000, Total Project Cost: $1,160,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 7984, Location: 1.0 MI N OF I-10 (Lat: 32.283333, Lng: -107.760000), Route carried "on" structure: US 180, Year Built: 1980, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 3,967 (year 2007), Truck Traffic: 20%, Average Future Daily Traffic: 5,170 (year 2027), Design Load: HS 20, Features Intersected: MIMBRES RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 263.163, Lanes on structure: 2, 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: 53.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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 48 months, Inspection Date: August 2007, Bridge Improvement Cost: $440,000, Roadway Improvement Cost: $44,000, Total Project Cost: $660,000 ( Estimate for 2008) Find on map >>
Structure Number: 681, Location: WEST DEMING INTERCHANGE (Lat: 32.268333, Lng: -107.768333), Route carried "under" structure: Ramp State highway L0022, Year Built: 1969, Structure Length: 4.30m (14.11ft), Average Daily Traffic: 1,738 (year 2007), Truck Traffic: 15%, Features Intersected: I-10 EBL, Facility Carried by Structure: I-10 EBL Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 0.225, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.2m (53.1ft) Find on map >>
Structure Number: 6811, Location: WEST DEMING INTERCHANGE (Lat: 32.268333, Lng: -107.776667), Route carried "under" structure: Ramp State highway L0022, Year Built: 1969, Structure Length: 4.30m (14.11ft), Average Daily Traffic: 1,738 (year 2007), Truck Traffic: 15%, Features Intersected: I-10 WBL, Facility Carried by Structure: I-10 WBL Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 0.193, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.2m (53.1ft) Find on map >>
Structure Number: 6812, Location: 0.5 MI W OF US-180/DEMING (Lat: 32.265000, Lng: -107.768333), Route carried "under" structure: City street , Year Built: 1969, Structure Length: 3.63m (11.91ft), Average Daily Traffic: 563 (year 2007), Features Intersected: I-10 EBL, Facility Carried by Structure: I-10 EBL Minimum Vertical Clearance: 4.88m (16.01ft), 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) Find on map >>
Structure Number: 6813, Location: 0.5 MI W OF US-180/DEMING (Lat: 32.265000, Lng: -107.768333), Route carried "under" structure: City street , Year Built: 1969, Structure Length: 3.60m (11.81ft), Average Daily Traffic: 1,690 (year 2007), Features Intersected: I-10 WBL, Facility Carried by Structure: I-10 WBL Minimum Vertical Clearance: 0.49m (1.61ft), 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) Find on map >>
Structure Number: 6814, Location: JUNCTION I-10/US-180 (Lat: 32.268333, Lng: -107.758333), Route carried "under" structure: US 180, Year Built: 1969, Structure Length: 5.58m (18.31ft), Average Daily Traffic: 12,451 (year 2007), Truck Traffic: 11%, Features Intersected: I-10 EBL, Facility Carried by Structure: I-10 EBL Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 264.441, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.7m (90.9ft) Find on map >>
Structure Number: 6815, Location: JUNCTION I-10/US-180 (Lat: 32.268333, Lng: -107.758333), Route carried "under" structure: US 180, Year Built: 1969, Structure Length: 5.55m (18.21ft), Average Daily Traffic: 12,451 (year 2007), Truck Traffic: 11%, Features Intersected: I-10 WBL, Facility Carried by Structure: I-10 WBL Minimum Vertical Clearance: 5.64m (18.50ft), Kilometerpoint: 264.417, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.7m (90.9ft) Find on map >>
Structure Number: 6816, Location: 0.3 MI E OF JCT US-180 (Lat: 32.270000, Lng: -107.743333), Route carried "under" structure: City street 4336, Year Built: 1969, Structure Length: 3.57m (11.71ft), Average Daily Traffic: 1,362 (year 2007), Features Intersected: I-10 EBL, Facility Carried by Structure: I-10 EBL Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 1.587, 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) Find on map >>
Structure Number: 6817, Location: 0.3 MI E OF JCT US-180 (Lat: 32.271667, Lng: -107.753333), Route carried "under" structure: City street 4336, Year Built: 1969, Structure Length: 3.57m (11.71ft), Average Daily Traffic: 1,362 (year 2007), Features Intersected: I-10 WBL, Facility Carried by Structure: I-10 WBL Minimum Vertical Clearance: 0.49m (1.61ft), Kilometerpoint: 1.619, 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) Find on map >>
Structure Number: 6821, Location: .03 MI N OF RAILROAD AVE. (Lat: 32.268333, Lng: -107.758333), Route carried "under" structure: US 180, Year Built: 1969, Structure Length: 4.51m (14.80ft), Average Daily Traffic: 11,153 (year 2007), Truck Traffic: 26%, Features Intersected: S.P. RAILROAD, Facility Carried by Structure: RAILROAD Minimum Vertical Clearance: 0.49m (1.61ft), Kilometerpoint: 264.333, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 12.8m (42.0ft) Find on map >>
Structure Number: 6822, Location: 0.02 MI N OF I-10 (Lat: 32.268333, Lng: -107.758333), Route carried "under" structure: US 180, Year Built: 1969, Structure Length: 4.48m (14.70ft), Average Daily Traffic: 11,153 (year 2007), Truck Traffic: 26%, Features Intersected: AT & SF RAILROAD, Facility Carried by Structure: RAILROAD Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 264.295, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 12.8m (42.0ft) Discuss this city on our hugely popular New Mexico forum Back to: Deming, NM, New Mexico, All US cities.
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