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Bridge Statistics for Taos, New Mexico (NM) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Taos, NM, New Mexico, New Mexico forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 15 Total length: 17 meters (56ft) Total costs: $3,324,000 Total average daily traffic: 155,790 Total average daily truck traffic: 13,654 Total future (year 2026) average daily traffic: 201,200 National Bridge Inventory (NBI) Registered Bridges for Taos
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 2646, Location: 1.5 N OF TAOS PLAZA LIGHT (Lat: 36.423333, Lng: -105.575000), Route carried "on" structure: US 64, Year Built: 1939, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 17,344 (year 2007), Truck Traffic: 12%, Average Future Daily Traffic: 21,370 (year 2026), Design Load: H 15, Features Intersected: RIO LUCERO Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 409.794, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), 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: 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: 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: March 2004, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $10,000, Total Project Cost: $150,000 ( Estimate for 2008) Find on map >>
Structure Number: 3603, Location: 0.60 MI S OF JCT US-64 (Lat: 36.398333, Lng: -105.576667), Route carried "on" structure: State highway 68, Year Built: 1940, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 10,559 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 13,763 (year 2027), Design Load: H 15, Features Intersected: RIO DON FERNANDO Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 71.954, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), 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: Good, Operating Rating: 51.8 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 48 months, Inspection Date: Febuary 2006 Find on map >>
Structure Number: 3604, Location: 1.60 MI N OF NM-518 (Lat: 36.380000, Lng: -105.590000), Route carried "on" structure: State highway 68, Year Built: 1940, Year Reconstructed: 1987, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 25,255 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 32,919 (year 2027), Design Load: H 15, Features Intersected: UNNAMED WATERWAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 70.570, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.8m (5.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.6m (5.2ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 40.5 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: Equal to present desirable 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: January 2005, Bridge Improvement Cost: $299,000, Roadway Improvement Cost: $29,000, Total Project Cost: $449,000 ( Estimate for 2008) Find on map >>
Structure Number: 3605, Location: 1.0 MI N OF NM-518 (Lat: 36.373333, Lng: -105.593333), Route carried "on" structure: State highway 68, Year Built: 1940, Year Reconstructed: 1987, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 21,531 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 28,065 (year 2027), Design Load: H 15, Features Intersected: UNNAMED WATERWAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 69.057, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), 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: 64.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 38.9 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: January 2005, Bridge Improvement Cost: $185,000, Roadway Improvement Cost: $18,000, Total Project Cost: $277,000 ( Estimate for 2008) Find on map >>
Structure Number: 3606, Location: 0.61 MI N OF NM-518 (Lat: 36.368333, Lng: -105.596667), Route carried "on" structure: State highway 68, Year Built: 1940, Year Reconstructed: 1987, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 21,531 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 28,065 (year 2027), Design Load: H 15, Features Intersected: UNNAMED WATERWAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 68.655, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 4 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: Fair, Culverts: Satisfactory, Operating Rating: 58.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 35.6 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: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Bridge Improvement Cost: $660,000, Roadway Improvement Cost: $66,000, Total Project Cost: $990,000 ( Estimate for 2008) Find on map >>
Structure Number: 3607, Location: 0.50 MI S OF JCT NM-518 (Lat: 36.358333, Lng: -105.610000), Route carried "on" structure: State highway 68, Year Built: 1940, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 21,599 (year 2007), Truck Traffic: 19%, Average Future Daily Traffic: 28,153 (year 2027), Design Load: H 15, Features Intersected: RIO GRANDE RANCHOS Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 66.880, Lanes on structure: 2, Base Highway Network: Yes, 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: 4, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 63.2 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Bridge Improvement Cost: $339,000, Roadway Improvement Cost: $33,000, Total Project Cost: $509,000 ( Estimate for 2008) Find on map >>
Structure Number: 3608, Location: 1.60 MI S OF JCT NM-518 (Lat: 36.348333, Lng: -105.628333), Route carried "on" structure: State highway 68, Year Built: 1940, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 20,976 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 27,341 (year 2027), Design Load: H 15, Features Intersected: UNNAMED WATERWAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 65.114, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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: Fair, Operating Rating: 87.5 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $184,000, Roadway Improvement Cost: $18,000, Total Project Cost: $276,000 ( Estimate for 2008) Find on map >>
Structure Number: 6252, Location: 3.90 MI N OF JCT NM-68 (Lat: 36.396667, Lng: -105.611667), Route carried "on" structure: State highway 240, Year Built: 1961, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 2,140 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 2,170 (year 2027), Design Load: H 15, Features Intersected: RIO DE LOS CORDOVAS Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.276, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 3 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.6m (24.9ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Poor, Channel: Satisfactory, Operating Rating: 32.4 metric tons, Inventory Rating: 22.7 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.95m (6.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Bridge Improvement Cost: $320,000, Roadway Improvement Cost: $32,000, Total Project Cost: $480,000 ( Estimate for 2008), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 7776, Location: 0.5 MI W US-64 @ MP-253.4 (Lat: 36.418333, Lng: -105.576667), Route carried "on" structure: County highway 172, Year Built: 1974, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 127 (year 2007), Truck Traffic: 1%, Average Future Daily Traffic: 127 (year 2027), Design Load: H 15, Features Intersected: RIO PUEBLO DE TAOS Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.002, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.3m (20.7ft) Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Channel: Good, Operating Rating: 42.1 metric tons, Inventory Rating: 30.8 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $52,000, Roadway Improvement Cost: $5,000, Total Project Cost: $78,000 ( Estimate for 2008), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 7781, Location: 0.1 MI S NM-240/RANCHOS (Lat: 36.371667, Lng: -105.620000), Route carried "on" structure: County highway 117, Year Built: 1975, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 127 (year 2007), Average Future Daily Traffic: 127 (year 2027), Design Load: HS 20, Features Intersected: RIO GRANDE DE RANCHO Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.002, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 5.6m (18.4ft) Condition: Deck: Fair, Superstructure: Poor, Substructure: Poor, Channel: Satisfactory, Operating Rating: 11.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 6.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.67m (2.20ft), Designated Inspection Frequency: Every 12 months, Inspection Date: July 2007, Bridge Improvement Cost: $77,000, Roadway Improvement Cost: $7,000, Total Project Cost: $115,000 ( Estimate for 2008), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 8619, Location: 0.1 MI W OF JCT NM-518 (Lat: 36.280000, Lng: -105.575000), Route carried "on" structure: County highway C-082, Year Built: 1984, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 127 (year 2007), Truck Traffic: 1%, Average Future Daily Traffic: 127 (year 2027), Design Load: HS 20, Features Intersected: RIO GRANDE DE RANCHOS Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.002, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft) Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 71.3 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008 Find on map >>
Structure Number: 8976, Location: 2.47 MI N OF NM-68(MM2.5) (Lat: 36.390000, Lng: -105.630000), Route carried "on" structure: State highway 240, Year Built: 1997, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 2,140 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 2,170 (year 2027), Design Load: HS 20, Features Intersected: RIO PUEBLO DE TAOS Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.975, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.3m (37.1ft) 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: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 10068, Location: 1.75 MI W OF NM-68 (Lat: 36.390000, Lng: -105.586667), Route carried "on" structure: City street , Year Built: 1993, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 4,198 (year 2007), Truck Traffic: 1%, Average Future Daily Traffic: 5,685 (year 2027), Design Load: HS 20, Features Intersected: RIO FERNANDO DE TAOS, Facility Carried by Structure: SALAZAR STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.816, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 7, Length of Maximum Span: 1.8m (5.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.2m (0.7ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 40.5 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2007 Find on map >>
Structure Number: 10069, Location: 2.1 MI W OF NM-68 (Lat: 36.391667, Lng: -105.585000), Route carried "on" structure: City street , Year Built: 1993, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 4,198 (year 2007), Truck Traffic: 1%, Average Future Daily Traffic: 5,685 (year 2027), Design Load: HS 20, Features Intersected: LAS CRUCES ARROYO, Facility Carried by Structure: SALAZAR STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.380, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 7, Length of Maximum Span: 2.1m (6.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 34.0 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2007 Find on map >>
Structure Number: 10097, Location: 0.02 MI W OF NM-68 (Lat: 36.558333, Lng: -105.583333), Route carried "on" structure: City street , Year Built: 1994, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 3,938 (year 2007), Truck Traffic: 1%, Average Future Daily Traffic: 5,433 (year 2026), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY, Facility Carried by Structure: PASEO CANON WEST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 1.8m (5.9ft) Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 71.3 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, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2004 Discuss this city on our hugely popular New Mexico forum Back to: Taos, NM, New Mexico, All US cities.
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