Bridge Statistics for Tesuque Pueblo, New Mexico (NM)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 11Number of bridges
- 82ft / 25.2mTotal length
- $930,000Total costs
- 97,452Total average daily traffic
- 15,486Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Tesuque Pueblo
- No street view available for this location
- New bridges - historical statistics
- 21950-1959
- 21970-1979
- 21990-1999
- 42000-2009
- 12020-2022
- Bridge Condition - Deck
- 50.0%Good
- 50.0%Satisfactory
- Bridge Condition - Superstructure
- 50.0%Very good
- 50.0%Good
- Bridge Condition - Substructure
- 75.0%Good
- 25.0%Satisfactory
- Bridge Condition - Channel
- 50.0%Good
- 16.7%Satisfactory
- 16.7%Fair
- 16.7%Poor
- Bridge Condition - Culverts
- 20.0%Very good
- 60.0%Good
- 20.0%Satisfactory
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Structure Number: 3007, Location: 7.2 MI S OF NM-502 (Lat: 35.799267, Lng: -105.958692), Route carried "on" structure: US 84, Year Built: 1959, Year Reconstructed: 2005, Status: Open, Structure Length: 1.15m (3.77ft), Average Daily Traffic: 24,882 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 19,204 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 278.417, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Skew: 13 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: 40.5 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.16m (3.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $296,000, Roadway Improvement Cost: $29,000, Total Project Cost: $444,000 ( Estimate for 2030)
Structure Number: 3007, Location: 7.2 MI S OF NM-502 (Lat: 35.799267, Lng: -105.958692), Route carried "on" structure: US 84, Year Built: 1959, Year Reconstructed: 2005, Status: Open, Structure Length: 1.15m (3.77ft), Average Daily Traffic: 24,882 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 19,204 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 278.417, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Skew: 13 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: 40.5 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.16m (3.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $296,000, Roadway Improvement Cost: $29,000, Total Project Cost: $444,000 ( Estimate for 2030)
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Structure Number: 3009, Location: 6.30 MI S OF NM-502 (Lat: 35.809758, Lng: -105.966597), Route carried "on" structure: US 84, Year Built: 1959, Status: Open, Structure Length: 1.36m (4.46ft), Average Daily Traffic: 20,452 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 15,785 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 279.865, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.9m (75.1ft), Skew: 10 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: Good, Culverts: Good, Operating Rating: 45.4 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.31m (4.30ft), Designated Inspection Frequency: Every 48 months, Inspection Date: September 2018, Bridge Improvement Cost: $324,000, Roadway Improvement Cost: $32,000, Total Project Cost: $486,000 ( Estimate for 2030)
Structure Number: 3009, Location: 6.30 MI S OF NM-502 (Lat: 35.809758, Lng: -105.966597), Route carried "on" structure: US 84, Year Built: 1959, Status: Open, Structure Length: 1.36m (4.46ft), Average Daily Traffic: 20,452 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 15,785 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 279.865, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.9m (75.1ft), Skew: 10 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: Good, Culverts: Good, Operating Rating: 45.4 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.31m (4.30ft), Designated Inspection Frequency: Every 48 months, Inspection Date: September 2018, Bridge Improvement Cost: $324,000, Roadway Improvement Cost: $32,000, Total Project Cost: $486,000 ( Estimate for 2030)
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Structure Number: 7639, Location: 11.2 M E of Jct I-25/I-40 (Lat: 35.061897, Lng: -106.444697), Route carried "on" structure: County highway 4057, Year Built: 1978, Status: Open, Structure Length: 6.49m (21.29ft), Average Daily Traffic: 334 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 545 (year 2040), Design Load: HS 20, Features Intersected: I-40 EBLS/WBLS, Facility Carried by Structure: 01Z000
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.0m (105.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.0m, Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 64.8 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: Better than 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: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7639, Location: 11.2 M E of Jct I-25/I-40 (Lat: 35.061897, Lng: -106.444697), Route carried "on" structure: County highway 4057, Year Built: 1978, Status: Open, Structure Length: 6.49m (21.29ft), Average Daily Traffic: 334 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 545 (year 2040), Design Load: HS 20, Features Intersected: I-40 EBLS/WBLS, Facility Carried by Structure: 01Z000
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.0m (105.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.0m, Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 64.8 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: Better than 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: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 9311, Location: US-84/285 TESUQUE RD JCT (Lat: 35.807872, Lng: -105.965239), Route carried "on" structure: US 84, Year Built: 2004, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 24,882 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 19,204 (year 2040), Design Load: HS 20, Features Intersected: TESUQUE PUEBLO ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 279.543, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 22.0m (72.2ft), Out-to-Out Width: 24.3m (79.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 93.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.1 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 9311, Location: US-84/285 TESUQUE RD JCT (Lat: 35.807872, Lng: -105.965239), Route carried "on" structure: US 84, Year Built: 2004, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 24,882 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 19,204 (year 2040), Design Load: HS 20, Features Intersected: TESUQUE PUEBLO ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 279.543, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 22.0m (72.2ft), Out-to-Out Width: 24.3m (79.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 93.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.1 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 9312, Location: JCT US-84/285CAMEL ROCK (Lat: 35.822700, Lng: -105.976100), Route carried "on" structure: US 84, Year Built: 2004, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 20,452 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 15,785 (year 2040), Design Load: HS 20, Features Intersected: CAMEL ROCK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 281.474, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 35.4m (116.1ft), Curb-To-Curb Width: 22.6m (74.1ft), Out-to-Out Width: 24.3m (79.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.3 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: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 9312, Location: JCT US-84/285CAMEL ROCK (Lat: 35.822700, Lng: -105.976100), Route carried "on" structure: US 84, Year Built: 2004, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 20,452 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 15,785 (year 2040), Design Load: HS 20, Features Intersected: CAMEL ROCK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 281.474, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 35.4m (116.1ft), Curb-To-Curb Width: 22.6m (74.1ft), Out-to-Out Width: 24.3m (79.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.3 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: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: M203, Location: IN TESUQUE PUEBLO (Lat: 35.802831, Lng: -105.973717), Route carried "on" structure: Federal lands road 806, Year Built: 1973, Status: Open, Structure Length: 7.48m (24.54ft), Average Daily Traffic: 500 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 585 (year 2041), Design Load: HS 20, Features Intersected: RIO TESUQUE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.300, Lanes on structure: 2, Owner: Bureau of Indian Affairs, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 10.5m (34.4ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.3m (4.3ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: M203, Location: IN TESUQUE PUEBLO (Lat: 35.802831, Lng: -105.973717), Route carried "on" structure: Federal lands road 806, Year Built: 1973, Status: Open, Structure Length: 7.48m (24.54ft), Average Daily Traffic: 500 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 585 (year 2041), Design Load: HS 20, Features Intersected: RIO TESUQUE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.300, Lanes on structure: 2, Owner: Bureau of Indian Affairs, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 10.5m (34.4ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.3m (4.3ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: M213, Location: RTE 804 AT TESUQUE PUEBLO (Lat: 35.792150, Lng: -105.957167), Route carried "on" structure: Federal lands road 804, Year Built: 1994, Status: Open, Structure Length: 0.90m (2.95ft), Average Daily Traffic: 200 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 234 (year 2041), Design Load: HS 20, Features Intersected: ARROYO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.000, Lanes on structure: 2, Owner: Bureau of Indian Affairs, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 43.6 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
Structure Number: M213, Location: RTE 804 AT TESUQUE PUEBLO (Lat: 35.792150, Lng: -105.957167), Route carried "on" structure: Federal lands road 804, Year Built: 1994, Status: Open, Structure Length: 0.90m (2.95ft), Average Daily Traffic: 200 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 234 (year 2041), Design Load: HS 20, Features Intersected: ARROYO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.000, Lanes on structure: 2, Owner: Bureau of Indian Affairs, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 43.6 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
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Structure Number: M219, Location: S TESUQUE TRANSFER STA. (Lat: 35.812128, Lng: -105.975719), Route carried "on" structure: Federal lands road 804A, Year Built: 1990, Status: Open, Structure Length: 0.68m (2.23ft), Average Daily Traffic: 300 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 351 (year 2041), Design Load: HS 20, Features Intersected: UNDERPASS
Minimum Vertical Clearance: 99.00m (324.80ft), Kilometerpoint: 0.800, Lanes on structure: 2, Lanes under structure: 1, Owner: Bureau of Indian Affairs, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.1m (10.2ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Channel: Poor, Culverts: Good, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: M219, Location: S TESUQUE TRANSFER STA. (Lat: 35.812128, Lng: -105.975719), Route carried "on" structure: Federal lands road 804A, Year Built: 1990, Status: Open, Structure Length: 0.68m (2.23ft), Average Daily Traffic: 300 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 351 (year 2041), Design Load: HS 20, Features Intersected: UNDERPASS
Minimum Vertical Clearance: 99.00m (324.80ft), Kilometerpoint: 0.800, Lanes on structure: 2, Lanes under structure: 1, Owner: Bureau of Indian Affairs, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.1m (10.2ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Channel: Poor, Culverts: Good, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: M25719B0001, Location: ENTRANCE TO T.P. ADMIN (Lat: 35.815406, Lng: -105.972772), Route carried "on" structure: Federal lands road TP828, Year Built: 2020, Status: Open, Structure Length: 0.78m (2.56ft), Average Daily Traffic: 100 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 110 (year 2041), Features Intersected: LOCAL DRAINAGE
Minimum Vertical Clearance: 99.90m (327.76ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Bureau of Indian Affairs, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft), Curb or Sidewalk Widths: Left: 2.2m (7.2ft), Right: 0.0m, Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 26.5m (86.9ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021
Structure Number: M25719B0001, Location: ENTRANCE TO T.P. ADMIN (Lat: 35.815406, Lng: -105.972772), Route carried "on" structure: Federal lands road TP828, Year Built: 2020, Status: Open, Structure Length: 0.78m (2.56ft), Average Daily Traffic: 100 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 110 (year 2041), Features Intersected: LOCAL DRAINAGE
Minimum Vertical Clearance: 99.90m (327.76ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Bureau of Indian Affairs, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft), Curb or Sidewalk Widths: Left: 2.2m (7.2ft), Right: 0.0m, Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 26.5m (86.9ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021
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Structure Number: 9311, Location: US-84/285 TESUQUE RD JCT (Lat: 35.807872, Lng: -105.965239), Route carried "under" structure: County highway 49109, Year Built: 2004, Structure Length: 0. m, Average Daily Traffic: 3,028 (year 2020), Truck Traffic: 16%, Features Intersected: TESUQUE PUEBLO ROAD, Facility Carried by Structure: US-84/285
Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 0.161, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 25.9m (85.0ft)
Structure Number: 9311, Location: US-84/285 TESUQUE RD JCT (Lat: 35.807872, Lng: -105.965239), Route carried "under" structure: County highway 49109, Year Built: 2004, Structure Length: 0. m, Average Daily Traffic: 3,028 (year 2020), Truck Traffic: 16%, Features Intersected: TESUQUE PUEBLO ROAD, Facility Carried by Structure: US-84/285
Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 0.161, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 25.9m (85.0ft)
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Structure Number: 9312, Location: JCT US-84/285CAMEL ROCK (Lat: 35.822700, Lng: -105.976100), Route carried "under" structure: County highway 49089, Year Built: 2004, Structure Length: 0. m, Average Daily Traffic: 2,322 (year 2020), Truck Traffic: 16%, Features Intersected: CAMEL ROCK ROAD, Facility Carried by Structure: US-84/285
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 0.161, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 35.4m (116.1ft)
Structure Number: 9312, Location: JCT US-84/285CAMEL ROCK (Lat: 35.822700, Lng: -105.976100), Route carried "under" structure: County highway 49089, Year Built: 2004, Structure Length: 0. m, Average Daily Traffic: 2,322 (year 2020), Truck Traffic: 16%, Features Intersected: CAMEL ROCK ROAD, Facility Carried by Structure: US-84/285
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 0.161, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 35.4m (116.1ft)