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Bridge Statistics for Lordsburg, New Mexico (NM) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Lordsburg, NM, New Mexico, New Mexico forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 22 Total length: 73 meters (240ft) Total costs: $1,267,000 Total average daily traffic: 85,355 Total average daily truck traffic: 30,241 National Bridge Inventory (NBI) Registered Bridges for Lordsburg
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 2018, Location: 0.9 MI W US-70/LORDSBURG (Lat: 32.355000, Lng: -108.726667), Route carried "on" structure: State highway L0021, Year Built: 1933, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 1,737 (year 2007), Truck Traffic: 24%, Average Future Daily Traffic: 2,296 (year 2027), Design Load: HS 20, Features Intersected: SHAKESPEAR ARROYO, Facility Carried by Structure: LOOP-21 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.865, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 28.7m (94.2ft), Skew: 20 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: Satisfactory, Culverts: Satisfactory, Operating Rating: 56.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.3 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: 0.64m (2.10ft), Designated Inspection Frequency: Every 48 months, Inspection Date: August 2007, Bridge Improvement Cost: $185,000, Roadway Improvement Cost: $18,000, Total Project Cost: $277,000 ( Estimate for 2008) Find on map >>
Structure Number: 5829, Location: JCT US70/LP21 IN LRDSBRG (Lat: 32.350000, Lng: -108.706667), Route carried "on" structure: State highway L0021, Year Built: 1958, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 1,683 (year 2007), Truck Traffic: 20%, Average Future Daily Traffic: 2,224 (year 2027), Design Load: HS 20, Features Intersected: US-70 IN LORDSBURG, Facility Carried by Structure: LRDSBRG BUS LOOP21 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.331, Lanes on structure: 4, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 21.0m (68.9ft), Out-to-Out Width: 24.4m (80.1ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 81.0 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008 Find on map >>
Structure Number: 5855, Location: 0.3 MI W US-70/LORDSBURG (Lat: 32.353333, Lng: -108.720000), Route carried "on" structure: State highway L0021, Year Built: 1958, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 1,737 (year 2007), Truck Traffic: 24%, Average Future Daily Traffic: 2,296 (year 2027), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY, Facility Carried by Structure: LOOP-21 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.768, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft) Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 51.8 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2007 Find on map >>
Structure Number: 5856, Location: 0.7 MI E US-70/LORDSBURG (Lat: 32.348333, Lng: -108.698333), Route carried "on" structure: State highway L0021, Year Built: 1958, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 1,683 (year 2007), Truck Traffic: 20%, Average Future Daily Traffic: 2,224 (year 2027), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY, Facility Carried by Structure: LOOP-21 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.553, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft) Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 50.2 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: 0.85m (2.79ft), Designated Inspection Frequency: Every 48 months, Inspection Date: October 2007, Bridge Improvement Cost: $317,000, Roadway Improvement Cost: $31,000, Total Project Cost: $476,000 ( Estimate for 2008) Find on map >>
Structure Number: 6322, Location: 28.5 MI SE OF ARIZ LINE (Lat: 32.366667, Lng: -108.708333), Route carried "on" structure: US 70, Year Built: 1961, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 1,354 (year 2007), Truck Traffic: 13%, Average Future Daily Traffic: 1,722 (year 2027), Design Load: HS 20, Features Intersected: LORDSBURG DRAW Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 45.866, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 8, Length of Maximum Span: 2.4m (7.9ft) Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 50.2 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.07m (6.79ft), Designated Inspection Frequency: Every 48 months, Inspection Date: September 2007, Bridge Improvement Cost: $342,000, Roadway Improvement Cost: $34,000, Total Project Cost: $514,000 ( Estimate for 2008) Find on map >>
Structure Number: 7301, Location: 24.7 MI E OF AZ IN LRDSBG (Lat: 32.338333, Lng: -108.680000), Route carried "on" structure: State highway L0021, Year Built: 1972, Status: Open, Structure Length: 7.01m (23.00ft), Average Daily Traffic: 857 (year 2007), Truck Traffic: 20%, Average Future Daily Traffic: 1,132 (year 2027), Design Load: HS 20, Features Intersected: I-10 EBL/WBL, Facility Carried by Structure: LP 21/E LRDSBRG IC Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.645, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.2m (36.7ft) Condition: Deck: Fair, Superstructure: Fair, 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: 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: March 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: 7388, Location: JCT I-10/NM-494/LORDSBURG (Lat: 32.353333, Lng: -108.715000), Route carried "on" structure: Interstate 10, Year Built: 1974, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 7,169 (year 2007), Truck Traffic: 40%, Average Future Daily Traffic: 10,791 (year 2027), Design Load: HS 20, Features Intersected: NM-494 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.500, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 12 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum 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 Find on map >>
Structure Number: 7389, Location: JCT I-10/NM-494/LORDSBURG (Lat: 32.353333, Lng: -108.715000), Route carried "on" structure: Interstate 10, Year Built: 1974, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 7,619 (year 2007), Truck Traffic: 40%, Average Future Daily Traffic: 11,469 (year 2027), Design Load: HS 20, Features Intersected: NM-494 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.500, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 12 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 13.7m (44.9ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum 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 Find on map >>
Structure Number: 739, Location: I-10/AMIMAS ST/LORDSBURG (Lat: 32.341667, Lng: -108.708333), Route carried "on" structure: Interstate 10, Year Built: 1974, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 7,169 (year 2007), Truck Traffic: 40%, Average Future Daily Traffic: 10,791 (year 2027), Design Load: HS 20, Features Intersected: ANIMAS STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.967, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 12 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 15.4m (50.5ft), Out-to-Out Width: 15.8m (51.8ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal 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 Find on map >>
Structure Number: 7391, Location: I-10/ANIMAS ST/LORDSBURG (Lat: 32.341667, Lng: -108.708333), Route carried "on" structure: Interstate 10, Year Built: 1974, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 7,619 (year 2007), Truck Traffic: 40%, Average Future Daily Traffic: 11,469 (year 2027), Design Load: HS 20, Features Intersected: ANIMAS STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.967, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 12 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 13.8m (45.3ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum 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 Find on map >>
Structure Number: 7408, Location: 0.2 MI E OF LRDSBG E INTC (Lat: 32.336667, Lng: -108.683333), Route carried "on" structure: State highway 1008, Year Built: 1972, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 402 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 403 (year 2027), Design Load: HS 20, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: I10 S FRTG RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), 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: 89.1 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, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2007 Find on map >>
Structure Number: 7409, Location: 25.7 MI E OF ARIZ ST LINE (Lat: 32.335000, Lng: -108.675000), Route carried "on" structure: State highway 1008, Year Built: 1972, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 402 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 403 (year 2027), Design Load: HS 20, Features Intersected: WWAY @ I10 MP 25.7, Facility Carried by Structure: I10 S FRTG RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 1.8m (5.9ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 35.6 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: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2007 Find on map >>
Structure Number: 7414, Location: 29.1 M E OF ARIZ ST LINE (Lat: 32.313333, Lng: -108.608333), Route carried "on" structure: State highway 1008, Year Built: 1972, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 402 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 403 (year 2027), Design Load: HS 20, Features Intersected: WWAY @ I10 MP 29.1, Facility Carried by Structure: I10 N FRTG RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.8m (5.9ft) Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 35.6 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2007 Find on map >>
Structure Number: 9366, Location: 4.0 MI E OF JCT US-70 (Lat: 32.331108, Lng: -108.645275), Route carried "on" structure: Interstate 10, Year Built: 2006, Status: Open, Structure Length: 6.64m (21.78ft), Average Daily Traffic: 9,574 (year 2007), Truck Traffic: 40%, Average Future Daily Traffic: 14,411 (year 2027), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.535, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 9, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 12.9m (42.3ft), Out-to-Out Width: 13.7m (44.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 64.8 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 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: 9367, Location: 4.0 MI E OF JCT US-70 (Lat: 32.331108, Lng: -108.645275), Route carried "on" structure: Interstate 10, Year Built: 2006, Status: Open, Structure Length: 6.64m (21.78ft), Average Daily Traffic: 8,221 (year 2007), Truck Traffic: 40%, Average Future Daily Traffic: 12,375 (year 2027), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.535, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 9, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 13.7m (44.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 66.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: March 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: 2119, Location: 0.1M N MOTEL DR/LORDSBURG (Lat: 32.350000, Lng: -108.710000), Route carried "under" structure: US 70, Year Built: 1934, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 1,354 (year 2007), Truck Traffic: 13%, Features Intersected: S.P. RAILROAD, Facility Carried by Structure: RAILROAD Minimum Vertical Clearance: 4.37m (14.34ft), Kilometerpoint: 46.805, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 9.1m (29.9ft) Find on map >>
Structure Number: 5829, Location: JCT US70/LP21 IN LRDSBRG (Lat: 32.350000, Lng: -108.706667), Route carried "under" structure: US 70, Year Built: 1958, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 1,354 (year 2007), Truck Traffic: 13%, Features Intersected: LOOP-21, Facility Carried by Structure: LRDSBRG BUS LOOP21 Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 46.965, Lanes on structure: 4, Lanes under structure: 3, Material/Design: Concrete, Design/Construction: Frame, Length of Maximum Span: 12.2m (40.0ft) Find on map >>
Structure Number: 7301, Location: 24.7 MI E OF AZ IN LRDSBG (Lat: 32.338333, Lng: -108.680000), Route carried "under" structure: Interstate 10, Year Built: 1972, Structure Length: 7.01m (23.00ft), Average Daily Traffic: 17,795 (year 2007), Truck Traffic: 46%, Features Intersected: LORDSBURG E INTERCHANGE, Facility Carried by Structure: LP 21/E LRDSBRG IC Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 39.751, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.9m (85.0ft) Find on map >>
Structure Number: 7388, Location: JCT I-10/NM-494/LORDSBURG (Lat: 32.353333, Lng: -108.715000), Route carried "under" structure: State highway 494, Year Built: 1974, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 2,576 (year 2007), Truck Traffic: 16%, Features Intersected: I-10 EBL, Facility Carried by Structure: I-10 EBL Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 0.958, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.7m (67.9ft) Find on map >>
Structure Number: 7389, Location: JCT I-10/NM-494/LORDSBURG (Lat: 32.353333, Lng: -108.715000), Route carried "under" structure: State highway 494, Year Built: 1974, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 2,576 (year 2007), Truck Traffic: 16%, Features Intersected: I-10 WBL, Facility Carried by Structure: I-10 WBL Minimum Vertical Clearance: 5.54m (18.18ft), Kilometerpoint: 0.095, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.7m (67.9ft) Find on map >>
Structure Number: 739, Location: I-10/AMIMAS ST/LORDSBURG (Lat: 32.341667, Lng: -108.708333), Route carried "under" structure: City street 5450, Year Built: 1974, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 1,036 (year 2007), Features Intersected: I-10 EBL, Facility Carried by Structure: I-10 EBL Minimum Vertical Clearance: 5.46m (17.91ft), Kilometerpoint: 0.048, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.0m (59.1ft) Find on map >>
Structure Number: 7391, Location: I-10/ANIMAS ST/LORDSBURG (Lat: 32.341667, Lng: -108.708333), Route carried "under" structure: City street 5450, Year Built: 1974, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 1,036 (year 2007), Features Intersected: I-10 WBL, Facility Carried by Structure: I-10 WBL Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 0.064, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.9m (62.0ft) Discuss this city on our hugely popular New Mexico forum Back to: Lordsburg, NM, New Mexico, All US cities.
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