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Bridge Statistics for Alamogordo, New Mexico (NM) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Alamogordo, NM, New Mexico, New Mexico forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 36 Total length: 62 meters (203ft) Total costs: $4,388,000 Total average daily traffic: 341,605 Total average daily truck traffic: 44,197 National Bridge Inventory (NBI) Registered Bridges for Alamogordo
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 2185, Location: 0.5 M N JCT US70/ALAMOGOR (Lat: 32.875000, Lng: -105.961667), Route carried "on" structure: US 70, Year Built: 1934, Year Reconstructed: 1955, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 7,706 (year 2007), Truck Traffic: 17%, Average Future Daily Traffic: 20,956 (year 2026), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY, Facility Carried by Structure: US-54 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 103.803, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 28.7m (94.2ft), Skew: 24 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: 84.2 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2004 Find on map >>
Structure Number: 2187, Location: 1.0 M N JCT US70/ALAMOGOR (Lat: 32.881667, Lng: -105.958333), Route carried "on" structure: City street , Year Built: 1934, Year Reconstructed: 1955, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 17,326 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 45,300 (year 2026), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY, Facility Carried by Structure: US-54 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.723, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 26.8m (87.9ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft) Condition: Channel: Good, Culverts: Good, 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: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2004 Find on map >>
Structure Number: 2188, Location: 1.1 M N JCT US70/ALAMOGOR (Lat: 32.880000, Lng: -105.958333), Route carried "on" structure: City street , Year Built: 1934, Year Reconstructed: 1955, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 17,326 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 45,300 (year 2026), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY, Facility Carried by Structure: US-54 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.884, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 26.8m (87.9ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft) 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2004 Find on map >>
Structure Number: 2189, Location: 1.3 M N JCT US70/ALAMOGOR (Lat: 32.881667, Lng: -105.965000), Route carried "on" structure: City street , Year Built: 1934, Year Reconstructed: 1955, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 17,326 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 45,300 (year 2026), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY, Facility Carried by Structure: US-54 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.157, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 26.8m (87.9ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft) Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 53.5 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: Better than present minimum 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: July 2004, Bridge Improvement Cost: $440,000, Roadway Improvement Cost: $44,000, Total Project Cost: $660,000 ( Estimate for 2008) Find on map >>
Structure Number: 22, Location: 1.38 MI SW OF US-54/ALAMO (Lat: 32.863333, Lng: -105.990000), Route carried "on" structure: US 70, Year Built: 1937, Status: Open, Structure Length: 1.59m (5.22ft), Average Daily Traffic: 3,879 (year 2007), Truck Traffic: 17%, Average Future Daily Traffic: 5,127 (year 2027), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 340.025, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 8, Length of Maximum Span: 1.8m (5.9ft) Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 58.3 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: 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: March 2007 Find on map >>
Structure Number: 2252, Location: 0.55 MI SW OF US-54/ALAMO (Lat: 32.868333, Lng: -105.978333), Route carried "on" structure: US 70, Year Built: 1937, Year Reconstructed: 1956, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 7,706 (year 2007), Truck Traffic: 17%, Average Future Daily Traffic: 10,186 (year 2027), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 341.361, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 28.0m (91.9ft), Skew: 10 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: Good, Culverts: Satisfactory, Operating Rating: 48.6 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2006 Find on map >>
Structure Number: 2253, Location: 0.25 MI SW OF US-54/ALAMO (Lat: 32.870000, Lng: -105.973333), Route carried "on" structure: US 70, Year Built: 1937, Year Reconstructed: 1956, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 7,706 (year 2007), Truck Traffic: 17%, Average Future Daily Traffic: 20,956 (year 2026), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 342.388, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 34.7m (113.8ft), Skew: 20 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: Good, Culverts: Satisfactory, Operating Rating: 48.6 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: July 2004 Find on map >>
Structure Number: 2255, Location: 3.3 MI N OF US-70/ALAMOGO (Lat: 32.911667, Lng: -105.958333), Route carried "on" structure: City street , Year Built: 1933, Year Reconstructed: 1955, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 22,994 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 60,116 (year 2026), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY, Facility Carried by Structure: US-54 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.537, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 20 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: Satisfactory, 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: Better than present minimum criteria, Length Of Structure Improvement: 1.31m (4.30ft), Designated Inspection Frequency: Every 48 months, Inspection Date: July 2004, Bridge Improvement Cost: $421,000, Roadway Improvement Cost: $42,000, Total Project Cost: $632,000 ( Estimate for 2008) Find on map >>
Structure Number: 2256, Location: 4.7 MI N OF US-70/ALAMOGO (Lat: 32.930000, Lng: -105.961667), Route carried "on" structure: City street , Year Built: 1933, Year Reconstructed: 1955, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 19,657 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 25,622 (year 2027), Design Load: H 20, Features Intersected: UNNAMED WATERWAY, Facility Carried by Structure: US-54/70 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.669, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 10 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: Satisfactory, Culverts: Satisfactory, Operating Rating: 85.9 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: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.64m (2.10ft), Designated Inspection Frequency: Every 48 months, Inspection Date: September 2006, Bridge Improvement Cost: $206,000, Roadway Improvement Cost: $20,000, Total Project Cost: $309,000 ( Estimate for 2008) Find on map >>
Structure Number: 2257, Location: 0.46 MI S OF US82/ALAMOGO (Lat: 32.936667, Lng: -105.965000), Route carried "on" structure: City street , Year Built: 1933, Year Reconstructed: 1955, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 19,657 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 51,394 (year 2026), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY, Facility Carried by Structure: US-54/70 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.047, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 31.1m (102.0ft), Skew: 10 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: Satisfactory, Operating Rating: 56.7 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.64m (2.10ft), Designated Inspection Frequency: Every 48 months, Inspection Date: July 2004, Bridge Improvement Cost: $206,000, Roadway Improvement Cost: $20,000, Total Project Cost: $309,000 ( Estimate for 2008) Find on map >>
Structure Number: 2258, Location: 0.19 MI S OF US82/ALAMOGO (Lat: 32.938333, Lng: -105.966667), Route carried "on" structure: City street , Year Built: 1933, Year Reconstructed: 1955, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 18,263 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 23,805 (year 2027), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY, Facility Carried by Structure: US-54/70 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.401, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 10 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: Satisfactory, Culverts: Satisfactory, Operating Rating: 84.2 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.67m (2.20ft), Designated Inspection Frequency: Every 48 months, Inspection Date: September 2006, Bridge Improvement Cost: $215,000, Roadway Improvement Cost: $21,000, Total Project Cost: $323,000 ( Estimate for 2008) Find on map >>
Structure Number: 2259, Location: 0.26 MI N OF US82/ALAMOGO (Lat: 32.946667, Lng: -105.968833), Route carried "on" structure: City street , Year Built: 1933, Year Reconstructed: 1957, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 19,657 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 25,622 (year 2027), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY, Facility Carried by Structure: US-54/70 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.622, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 10 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: Good, Operating Rating: 84.2 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: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.01m (3.31ft), Designated Inspection Frequency: Every 48 months, Inspection Date: May 2007, Bridge Improvement Cost: $335,000, Roadway Improvement Cost: $33,000, Total Project Cost: $503,000 ( Estimate for 2008) Find on map >>
Structure Number: 226, Location: 1.2 MI N OF US-82/ALAMOGO (Lat: 32.956667, Lng: -105.973333), Route carried "on" structure: US 54, Year Built: 1933, Year Reconstructed: 1957, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 16,901 (year 2007), Truck Traffic: 18%, Average Future Daily Traffic: 44,188 (year 2026), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 113.301, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 10 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: 84.2 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.01m (3.31ft), Designated Inspection Frequency: Every 48 months, Inspection Date: November 2004, Bridge Improvement Cost: $341,000, Roadway Improvement Cost: $34,000, Total Project Cost: $512,000 ( Estimate for 2008) Find on map >>
Structure Number: 5789, Location: 1.38 MI SW OF US54/ALAMO (Lat: 32.863333, Lng: -105.990000), Route carried "on" structure: US 70, Year Built: 1956, Year Reconstructed: 1992, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 3,827 (year 2007), Truck Traffic: 17%, Average Future Daily Traffic: 5,059 (year 2027), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 340.025, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 8, Length of Maximum Span: 1.8m (5.9ft) Condition: Channel: Very good, Culverts: Fair, Operating Rating: 59.9 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.62m (5.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $305,000, Roadway Improvement Cost: $30,000, Total Project Cost: $457,000 ( Estimate for 2008) Find on map >>
Structure Number: 579, Location: 0.8 MI SW JCT US-54/ALAMO (Lat: 32.866667, Lng: -105.983333), Route carried "on" structure: US 70, Year Built: 1956, Year Reconstructed: 1993, Status: Open, Structure Length: 1.59m (5.22ft), Average Daily Traffic: 7,706 (year 2007), Truck Traffic: 17%, Average Future Daily Traffic: 10,186 (year 2027), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 340.941, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 8, Length of Maximum Span: 1.8m (5.9ft) Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 59.9 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: Better than 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: 6076, Location: .05 MI N OF 1ST/ALAMOGORD (Lat: 32.891167, Lng: -105.962833), Route carried "on" structure: City street , Year Built: 1960, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 196 (year 2007), Truck Traffic: 1%, Average Future Daily Traffic: 265 (year 2027), Features Intersected: UNNAMED WATERWAY, Facility Carried by Structure: CUBA AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.002, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft) Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 48.6 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, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007 Find on map >>
Structure Number: 7052, Location: 1.2 MI N 1ST/ALAMOGORDO (Lat: 32.900500, Lng: -105.918000), Route carried "on" structure: City street , Year Built: 1940, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 4,076 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 5,313 (year 2027), Features Intersected: MCKINLEY DITCH, Facility Carried by Structure: NORTH SCENIC DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 25.0m (82.0ft), Out-to-Out Width: 29.0m (95.1ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 27.5 metric tons, Inventory Rating: 24.3 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 7517, Location: 0.4 MI E OF US70/ALAMOGOR (Lat: 32.873333, Lng: -105.965000), Route carried "on" structure: US 54, Year Built: 1975, Status: Open, Structure Length: 5.88m (19.29ft), Average Daily Traffic: 4,913 (year 2007), Truck Traffic: 39%, Average Future Daily Traffic: 6,404 (year 2027), Design Load: HS 20, Features Intersected: RAILROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 103.880, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 24 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 20.4m (66.9ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, 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: Somewhat better than minimum adequacy, 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, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 7518, Location: 0.4 MI E OF US70/ALAMOGOR (Lat: 32.873333, Lng: -105.965000), Route carried "on" structure: US 54, Year Built: 1975, Status: Open, Structure Length: 5.88m (19.29ft), Average Daily Traffic: 4,081 (year 2007), Truck Traffic: 39%, Average Future Daily Traffic: 5,319 (year 2027), Design Load: HS 20, Features Intersected: RAILROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 103.880, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 24 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, 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: Somewhat better than minimum adequacy, 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, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 7557, Location: 0.17 MI S OF US70/ALAMOGO (Lat: 32.868333, Lng: -105.968333), Route carried "on" structure: US 54, Year Built: 1975, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 6,495 (year 2007), Truck Traffic: 15%, Average Future Daily Traffic: 8,585 (year 2027), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 102.596, 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), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft) 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2005 Find on map >>
Structure Number: 7558, Location: 0.3 MI S OF US70/ALAMOGOR (Lat: 32.866667, Lng: -105.968333), Route carried "on" structure: US 54, Year Built: 1975, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 6,495 (year 2007), Truck Traffic: 15%, Average Future Daily Traffic: 8,585 (year 2027), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 102.391, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft) Condition: Channel: Good, 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2005 Find on map >>
Structure Number: 7559, Location: 0.46 MI S OF US70/ALAMOGO (Lat: 32.861667, Lng: -105.968333), Route carried "on" structure: US 54, Year Built: 1975, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 6,495 (year 2007), Truck Traffic: 15%, Average Future Daily Traffic: 8,585 (year 2027), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 102.671, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft) Condition: Channel: Satisfactory, 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007 Find on map >>
Structure Number: 756, Location: 0.71 MI S OF US70/ALAMOGO (Lat: 32.860000, Lng: -105.968333), Route carried "on" structure: US 54, Year Built: 1975, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 6,495 (year 2007), Truck Traffic: 15%, Average Future Daily Traffic: 8,585 (year 2027), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 103.288, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 21 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m Condition: Channel: Fair, 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007 Find on map >>
Structure Number: 7599, Location: 200' E OF SCENIC DRIVE (Lat: 32.920000, Lng: -105.921667), Route carried "on" structure: City street , Year Built: 1976, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 829 (year 2007), Truck Traffic: 14%, Average Future Daily Traffic: 1,143 (year 2026), Design Load: H 15, Features Intersected: UNNAMED WATERWAY, Facility Carried by Structure: NM-2001 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.064, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m 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: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2004 Find on map >>
Structure Number: 9037, Location: 0.23 MI S OF 1ST STREET (Lat: 32.883333, Lng: -105.930000), Route carried "on" structure: City street , Year Built: 1987, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 8,147 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 10,619 (year 2027), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY, Facility Carried by Structure: SCENIC DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.370, Lanes on structure: 4, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 20 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: 47.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2006 Find on map >>
Structure Number: 9038, Location: 0.41 MI S OF 1ST STREET (Lat: 32.883333, Lng: -105.980000), Route carried "on" structure: City street , Year Built: 1987, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 8,147 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 10,619 (year 2027), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY, Facility Carried by Structure: SCENIC DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.660, Lanes on structure: 4, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 21 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: 37.3 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: 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: April 2006 Find on map >>
Structure Number: 9039, Location: 0.5 MI S OF 1ST STREET (Lat: 32.886667, Lng: -105.980000), Route carried "on" structure: City street , Year Built: 1987, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 8,147 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 10,619 (year 2027), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY, Facility Carried by Structure: SCENIC DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 4, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 23 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: 89.1 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2006 Find on map >>
Structure Number: 9084, Location: 0.32 E OF US54/70 BYPASS (Lat: 32.875000, Lng: -105.965000), Route carried "on" structure: City street , Year Built: 2001, Status: Open, Structure Length: 5.64m (18.50ft), Average Daily Traffic: 17,326 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 22,584 (year 2027), Design Load: HS 20, Features Intersected: ALAMOGORDO BYPASS/US 54, Facility Carried by Structure: WHITE SANDS BLVD. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.473, Lanes on structure: 6, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 21 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 30.2m (99.1ft), Out-to-Out Width: 35.1m (115.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 56.7 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: Equal to present minimum 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: 9087, Location: 4.4 M S JCT US70/54 (Lat: 32.880000, Lng: -105.968333), Route carried "on" structure: US 54, Year Built: 2002, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 8,994 (year 2007), Truck Traffic: 39%, Average Future Daily Traffic: 11,723 (year 2027), Design Load: HS 20, Features Intersected: SOUTH DIVERSION CHANNEL, Facility Carried by Structure: ALAMOGOR RELIEF RT Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 104.768, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 31.7m (104.0ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft) 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2007 Find on map >>
Structure Number: 9099, Location: 0.25 MI W JCT US-54/70/82 (Lat: 32.941667, Lng: -105.970000), Route carried "on" structure: US 54, Year Built: 2002, Status: Open, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 9,838 (year 2007), Truck Traffic: 19%, Average Future Daily Traffic: 12,823 (year 2027), Design Load: HS 20, Features Intersected: UNION PACIFIC RAILROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 111.553, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 33 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.2m (86.0ft), Curb-To-Curb Width: 26.8m (87.9ft), Out-to-Out Width: 27.7m (90.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: Better than present minimum criteria, Deck Geometry: Better than 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: 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: 9148, Location: 0.2 MI. N OF JCT 1ST/WASH (Lat: 32.893333, Lng: -105.943333), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 5,193 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 5,267 (year 2027), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY, Facility Carried by Structure: WASHINGTION AVE. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.200, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 11.0m (36.1ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 48.6 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, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 9149, Location: 0.2 MI. W OF SCENIC DRIVE (Lat: 32.898333, Lng: -105.938333), Route carried "on" structure: City street , Year Built: 1960, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 5,755 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 5,837 (year 2027), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY, Facility Carried by Structure: 10TH STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 15.1m (49.5ft), Out-to-Out Width: 19.2m (63.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 48.6 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, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 9166, Location: 700' S. OF FIRST STREET (Lat: 32.888333, Lng: -105.951667), Route carried "on" structure: City street , Year Built: 1968, Year Reconstructed: 2001, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 4,376 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 4,438 (year 2027), Features Intersected: MCKINLEY DITCH, Facility Carried by Structure: SOUTH FLORIDA AVE. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.013, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 12.9m (42.3ft), Out-to-Out Width: 21.2m (69.6ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 27.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.88m (2.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Bridge Improvement Cost: $181,000, Roadway Improvement Cost: $18,000, Total Project Cost: $272,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 9428, Location: 200' N OF FL5902 (Lat: 32.917117, Lng: -105.925833), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 8,147 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 10,619 (year 2027), Design Load: HS 20, Features Intersected: MCKINLEY DITCH, Facility Carried by Structure: SCENIC DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 4, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 24 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: Fair, 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: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 0.64m (2.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Bridge Improvement Cost: $274,000, Roadway Improvement Cost: $27,000, Total Project Cost: $411,000 ( Estimate for 2008) Find on map >>
Structure Number: 9429, Location: 150' E OF SCENIC DRIVE (Lat: 32.917678, Lng: -105.925200), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 829 (year 2007), Truck Traffic: 14%, Average Future Daily Traffic: 1,122 (year 2027), Design Load: HS 20, Features Intersected: TAYS HOLCOMB DITCH, Facility Carried by Structure: FL5902/OLD NM2001 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft) Condition: Channel: Satisfactory, 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2008 Find on map >>
Structure Number: 9084, Location: 0.32 E OF US54/70 BYPASS (Lat: 32.875000, Lng: -105.965000), Route carried "under" structure: US 54, Year Built: 2001, Structure Length: 5.64m (18.50ft), Average Daily Traffic: 8,994 (year 2007), Truck Traffic: 39%, Features Intersected: US-54/70 EBL/WBL, Facility Carried by Structure: WHITE SANDS BLVD. Minimum Vertical Clearance: 6.43m (21.10ft), Kilometerpoint: 104.004, Lanes on structure: 6, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft) Discuss this city on our hugely popular New Mexico forum Back to: Alamogordo, NM, New Mexico, All US cities.
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