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Bridge Statistics for Tucumcari, New Mexico (NM) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Tucumcari, NM, New Mexico, New Mexico forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 28 Total length: 133 meters (436ft) Total costs: $2,907,000 Total average daily traffic: 159,728 Total average daily truck traffic: 60,726 National Bridge Inventory (NBI) Registered Bridges for Tucumcari
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 2089, Location: 1.4 MI NE OF JCT I-40 (Lat: 35.163333, Lng: -103.760000), Route carried "on" structure: State highway L0036, Year Built: 1931, Year Reconstructed: 1971, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,918 (year 2007), Truck Traffic: 18%, Average Future Daily Traffic: 2,500 (year 2027), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY, Facility Carried by Structure: LOOP 36 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.862, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 5 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 38.9 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: 1.01m (3.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $305,000, Roadway Improvement Cost: $30,000, Total Project Cost: $458,000 ( Estimate for 2008) Find on map >>
Structure Number: 5515, Location: 1.7 MI E OF NM-209 (Lat: 35.170000, Lng: -103.711667), Route carried "on" structure: State highway L0036, Year Built: 1949, Year Reconstructed: 1972, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 4,314 (year 2007), Truck Traffic: 18%, Average Future Daily Traffic: 5,623 (year 2027), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY, Facility Carried by Structure: OLD US-66 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.662, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.46m (4.79ft), Designated Inspection Frequency: Every 48 months, Inspection Date: October 2006, Bridge Improvement Cost: $522,000, Roadway Improvement Cost: $52,000, Total Project Cost: $784,000 ( Estimate for 2008) Find on map >>
Structure Number: 7131, Location: 51.8 MI E OF JCT US-84 (Lat: 35.145000, Lng: -103.798333), Route carried "on" structure: Interstate 40, Year Built: 1971, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 7,016 (year 2007), Truck Traffic: 40%, Average Future Daily Traffic: 10,561 (year 2027), Design Load: HS 20+Mod, Features Intersected: I-40 SERVICE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 528.010, 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, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 12.9m (42.3ft), Out-to-Out Width: 13.7m (44.9ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 72.9 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: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 7132, Location: 51.8 MI E OF JCT US-84 (Lat: 35.145000, Lng: -103.798333), Route carried "on" structure: Interstate 40, Year Built: 1971, Status: Open, Structure Length: 4.08m (13.39ft), Average Daily Traffic: 6,929 (year 2007), Truck Traffic: 40%, Average Future Daily Traffic: 10,431 (year 2027), Design Load: HS 20+Mod, Features Intersected: FRONTAGE RD FR4115 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 528.074, 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, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 12.9m (42.3ft), Out-to-Out Width: 13.7m (44.9ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 72.9 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: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 7133, Location: 52.0 MI E OF JCT US-84 (Lat: 35.148333, Lng: -103.790000), Route carried "on" structure: Interstate 40, Year Built: 1970, Status: Open, Structure Length: 4.18m (13.71ft), Average Daily Traffic: 7,016 (year 2007), Truck Traffic: 40%, Average Future Daily Traffic: 10,561 (year 2027), Design Load: HS 20+Mod, Features Intersected: BLUEWATER CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 528.396, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 13.7m (44.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 68.0 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 7134, Location: 52.0 MI E OF JCT US-84 (Lat: 35.148333, Lng: -103.790000), Route carried "on" structure: Interstate 40, Year Built: 1970, Status: Open, Structure Length: 4.21m (13.81ft), Average Daily Traffic: 6,929 (year 2007), Truck Traffic: 40%, Average Future Daily Traffic: 10,431 (year 2027), Design Load: HS 20+Mod, Features Intersected: BLUEWATER CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 528.460, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 68.0 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: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 7213, Location: 0.25 MI E W TUCUM INTRCHG (Lat: 35.153333, Lng: -103.776667), Route carried "on" structure: State highway L0036, Year Built: 1971, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 998 (year 2007), Truck Traffic: 31%, Average Future Daily Traffic: 1,319 (year 2027), Design Load: HS 20+Mod, Features Intersected: DYKED CANAL, Facility Carried by Structure: LOOP-36/TUCUMCARRI Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.402, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 77.8 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: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 48 months, Inspection Date: November 2005, Bridge Improvement Cost: $588,000, Roadway Improvement Cost: $58,000, Total Project Cost: $882,000 ( Estimate for 2008) Find on map >>
Structure Number: 7214, Location: 0.4 MI N W TUCUM INTERCHG (Lat: 35.156667, Lng: -103.775000), Route carried "on" structure: State highway L0036, Year Built: 1970, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 998 (year 2007), Truck Traffic: 31%, Average Future Daily Traffic: 1,319 (year 2027), Design Load: HS 20+Mod, Features Intersected: UNNAMED WATERWAY, Facility Carried by Structure: LOOP-36/TUCUMCARRI Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 45.4 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 48 months, Inspection Date: November 2005, Bridge Improvement Cost: $522,000, Roadway Improvement Cost: $52,000, Total Project Cost: $783,000 ( Estimate for 2008) Find on map >>
Structure Number: 7812, Location: CAMINO DE CORONADO/TUCUM (Lat: 35.148333, Lng: -103.731667), Route carried "on" structure: City street , Year Built: 1980, Status: Open, Structure Length: 7.86m (25.79ft), Average Daily Traffic: 835 (year 2007), Truck Traffic: 40%, Average Future Daily Traffic: 1,130 (year 2027), Design Load: HS 20, Features Intersected: I-40 EBL/WBL, Facility Carried by Structure: CAMINO DE CORONADO Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.641, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 15.5m (50.9ft) 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: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 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: 7934, Location: ELEVENTH STREET/TUCUMCARI (Lat: 35.148333, Lng: -103.731667), Route carried "on" structure: City street 4896, Year Built: 1980, Status: Open, Structure Length: 7.56m (24.80ft), Average Daily Traffic: 597 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 605 (year 2027), Design Load: HS 20, Features Intersected: I-40 EBL/WBL, Facility Carried by Structure: ELEVENTH STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.039, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.6m (84.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 13.7m (44.9ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: April 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: 7937, Location: JUNCTION I-40/NM-209 (Lat: 35.146667, Lng: -103.725000), Route carried "on" structure: Interstate 40, Year Built: 1980, Status: Open, Structure Length: 5.82m (19.09ft), Average Daily Traffic: 7,407 (year 2007), Truck Traffic: 40%, Average Future Daily Traffic: 12,478 (year 2027), Design Load: HS 20, Features Intersected: NM-209 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 534.624, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Frame, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.7m (104.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: 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, Deck Geometry: Equal to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 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: 7938, Location: JUNCTION I-40/NM-209 (Lat: 35.146667, Lng: -103.725000), Route carried "on" structure: Interstate 40, Year Built: 1980, Status: Open, Structure Length: 5.82m (19.09ft), Average Daily Traffic: 8,656 (year 2007), Truck Traffic: 40%, Average Future Daily Traffic: 14,582 (year 2027), Design Load: HS 20, Features Intersected: NM-209 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 534.680, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Frame, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.7m (104.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 53.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 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: 7939, Location: 0.2 MI S OF JCT LOOP-36 (Lat: 35.150000, Lng: -103.745000), Route carried "on" structure: City street , Year Built: 1980, Status: Open, Structure Length: 4.51m (14.80ft), Average Daily Traffic: 155 (year 2007), Truck Traffic: 26%, Average Future Daily Traffic: 209 (year 2027), Design Load: HS 20, Features Intersected: CONCHAS CANAL, Facility Carried by Structure: CAMINO DE CORONADO Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.494, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.5m (50.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 8203, Location: 0.5 MI E OF JCT NM-209 (Lat: 35.150000, Lng: -103.731667), Route carried "on" structure: Interstate 40, Year Built: 1981, Status: Open, Structure Length: 5.06m (16.60ft), Average Daily Traffic: 9,266 (year 2007), Truck Traffic: 40%, Average Future Daily Traffic: 15,609 (year 2027), Design Load: HS 20, Features Intersected: CONCHAS CANAL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 535.493, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 12 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 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: 8204, Location: 0.5 MI E OF JCT NM-209 (Lat: 35.150000, Lng: -103.716667), Route carried "on" structure: Interstate 40, Year Built: 1981, Status: Open, Structure Length: 5.06m (16.60ft), Average Daily Traffic: 7,823 (year 2007), Truck Traffic: 40%, Average Future Daily Traffic: 13,179 (year 2027), Design Load: HS 20, Features Intersected: CONCHAS CANAL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 535.493, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 12 degrees, Material/Design: Prestressed concrete continuous, 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: 13.7m (44.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 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: 8205, Location: 1.1 MI E OF JCT NM-209 (Lat: 35.153333, Lng: -103.708333), Route carried "on" structure: Interstate 40, Year Built: 1981, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 7,823 (year 2007), Truck Traffic: 40%, Average Future Daily Traffic: 13,179 (year 2027), Design Load: HS 20, Features Intersected: TUCUMCARI DRAW Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 536.494, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.0m (68.9ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 17.9m (58.7ft), Out-to-Out Width: 18.6m (61.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 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: 8206, Location: 1.1 MI E OF JCT NM-209 (Lat: 35.151667, Lng: -103.708333), Route carried "on" structure: Interstate 40, Year Built: 1981, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 8,331 (year 2007), Truck Traffic: 40%, Average Future Daily Traffic: 14,034 (year 2027), Design Load: HS 20, Features Intersected: TUCUMCARI DRAW Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 536.494, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 17.3m (56.8ft), Out-to-Out Width: 18.6m (61.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 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: 8207, Location: 1.4 MI E OF JCT I40/NM209 (Lat: 35.155000, Lng: -103.701667), Route carried "on" structure: US 54, Year Built: 1981, Status: Open, Structure Length: 8.87m (29.10ft), Average Daily Traffic: 3,286 (year 2007), Truck Traffic: 22%, Average Future Daily Traffic: 4,283 (year 2027), Design Load: HS 20, Features Intersected: I-40 EBLS/WBLS, Facility Carried by Structure: MOUNTAIN RD. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 487.840, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 30.2m (99.1ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 14.3m (46.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 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: 8317, Location: 0.4 MI S OF JCT LOOP-36 (Lat: 35.153333, Lng: -103.741667), Route carried "on" structure: City street , Year Built: 1980, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 155 (year 2007), Truck Traffic: 26%, Average Future Daily Traffic: 209 (year 2027), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY, Facility Carried by Structure: CAMINO DE CORODADO Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.511, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 38.9 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2006 Find on map >>
Structure Number: 8326, Location: 10.5 M E JCT NM209&I-40 (Lat: 35.173333, Lng: -103.561667), Route carried "on" structure: US 54, Year Built: 1980, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 3,005 (year 2007), Truck Traffic: 33%, Average Future Daily Traffic: 3,916 (year 2027), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY, Facility Carried by Structure: OLD US-66 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 489.595, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 71.3 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2006 Find on map >>
Structure Number: 8834, Location: 0.1 MI N OF US-54/TUCUMCA (Lat: 35.166667, Lng: -103.725000), Route carried "on" structure: State highway 104, Year Built: 1993, Status: Open, Structure Length: 5.79m (19.00ft), Average Daily Traffic: 291 (year 2007), Truck Traffic: 12%, Average Future Daily Traffic: 294 (year 2027), Design Load: HS 20, Features Intersected: C R I & P RAILROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 170.655, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.5m (54.1ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 71.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 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: 7812, Location: CAMINO DE CORONADO/TUCUM (Lat: 35.148333, Lng: -103.731667), Route carried "under" structure: Interstate 40, Year Built: 1980, Structure Length: 7.86m (25.79ft), Average Daily Traffic: 19,961 (year 2007), Truck Traffic: 34%, Features Intersected: CAMINO DE CORONADO, Facility Carried by Structure: CAMINO DE CORONADO Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 532.846, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.8m (87.9ft) Find on map >>
Structure Number: 793, Location: TUCUMCARI/ E. INTERCHNG (Lat: 35.170000, Lng: -103.675000), Route carried "under" structure: State highway L0036, Year Built: 1981, Structure Length: 5.73m (18.80ft), Average Daily Traffic: 4,314 (year 2007), Truck Traffic: 18%, Features Intersected: I-40 EBL, Facility Carried by Structure: I-40 EB Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 10.589, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Frame, Length of Maximum Span: 31.7m (104.0ft) Find on map >>
Structure Number: 7931, Location: 3.2 MI E OF NM-209/TUCUM (Lat: 35.170000, Lng: -103.673333), Route carried "under" structure: State highway L0036, Year Built: 1981, Structure Length: 5.73m (18.80ft), Average Daily Traffic: 4,314 (year 2007), Truck Traffic: 18%, Features Intersected: I-40 WBL, Facility Carried by Structure: I-40 WBL/E INTCHG Minimum Vertical Clearance: 6.45m (21.16ft), Kilometerpoint: 10.573, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Frame, Length of Maximum Span: 31.7m (104.0ft) Find on map >>
Structure Number: 7934, Location: ELEVENTH STREET/TUCUMCARI (Lat: 35.148333, Lng: -103.731667), Route carried "under" structure: Interstate 40, Year Built: 1980, Structure Length: 7.56m (24.80ft), Average Daily Traffic: 19,967 (year 2007), Truck Traffic: 49%, Features Intersected: ELEVENTH STREET, Facility Carried by Structure: ELEVENTH STREET Minimum Vertical Clearance: 0.49m (1.61ft), Kilometerpoint: 533.594, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.6m (84.0ft) Find on map >>
Structure Number: 7937, Location: JUNCTION I-40/NM-209 (Lat: 35.146667, Lng: -103.725000), Route carried "under" structure: State highway 209, Year Built: 1980, Structure Length: 5.82m (19.09ft), Average Daily Traffic: 707 (year 2007), Truck Traffic: 18%, Features Intersected: I-40 EBL, Facility Carried by Structure: I-40 EBL Minimum Vertical Clearance: 5.44m (17.85ft), Kilometerpoint: 133.382, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Frame, Length of Maximum Span: 31.7m (104.0ft) Find on map >>
Structure Number: 7938, Location: JUNCTION I-40/NM-209 (Lat: 35.146667, Lng: -103.725000), Route carried "under" structure: State highway 209, Year Built: 1980, Structure Length: 5.82m (19.09ft), Average Daily Traffic: 707 (year 2007), Truck Traffic: 18%, Features Intersected: I-40 WBL, Facility Carried by Structure: I-40 WBL Minimum Vertical Clearance: 5.74m (18.83ft), Kilometerpoint: 133.382, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Frame, Length of Maximum Span: 31.7m (104.0ft) Find on map >>
Structure Number: 8207, Location: 1.4 MI E OF JCT I40/NM209 (Lat: 35.155000, Lng: -103.701667), Route carried "under" structure: Interstate 40, Year Built: 1981, Structure Length: 8.87m (29.10ft), Average Daily Traffic: 16,010 (year 2007), Truck Traffic: 47%, Features Intersected: MOUNTAIN RD., Facility Carried by Structure: MOUNTAIN RD. Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 536.884, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.2m (99.1ft) Discuss this city on our hugely popular New Mexico forum Back to: Tucumcari, NM, New Mexico, All US cities.
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