Bridge Statistics for Zia Pueblo, New Mexico (NM)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 11Number of bridges
- 115ft / 35.0mTotal length
- $4,719,000Total costs
- 193,282Total average daily traffic
- 18,493Total average daily truck traffic
- 113,058Total future (year 2040) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Zia Pueblo
- No street view available for this location
- New bridges - historical statistics
- 101970-1979
- 11990-1999
- Bridge Condition - Deck
- 75.0%Good
- 25.0%Poor
- Bridge Condition - Substructure
- 75.0%Good
- 25.0%Satisfactory
- Bridge Condition - Channel
- 81.8%Good
- 9.1%Satisfactory
- 9.1%Poor
- Bridge Condition - Culverts
- 71.4%Good
- 28.6%Satisfactory
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Structure Number: 7226, Location: 12.3 MI NW OF JCT I-25 (Lat: 35.441189, Lng: -106.662592), Route carried "on" structure: US 550, Year Built: 1970, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 25,188 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 14,238 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.247, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.9m (68.6ft), 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: Good, Operating Rating: 43.7 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.98m (3.22ft), Designated Inspection Frequency: Every 48 months, Inspection Date: November 2019, Bridge Improvement Cost: $166,000, Roadway Improvement Cost: $16,000, Total Project Cost: $249,000 ( Estimate for 2020)
Structure Number: 7226, Location: 12.3 MI NW OF JCT I-25 (Lat: 35.441189, Lng: -106.662592), Route carried "on" structure: US 550, Year Built: 1970, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 25,188 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 14,238 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.247, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.9m (68.6ft), 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: Good, Operating Rating: 43.7 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.98m (3.22ft), Designated Inspection Frequency: Every 48 months, Inspection Date: November 2019, Bridge Improvement Cost: $166,000, Roadway Improvement Cost: $16,000, Total Project Cost: $249,000 ( Estimate for 2020)
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Structure Number: 7227, Location: 13.9 MI NW OF JCT I-25 (Lat: 35.459833, Lng: -106.680008), Route carried "on" structure: US 550, Year Built: 1970, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 25,188 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 14,238 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.436, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.0m (68.9ft), 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)
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 minimum 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: July 2018, Bridge Improvement Cost: $176,000, Roadway Improvement Cost: $17,000, Total Project Cost: $265,000 ( Estimate for 2020)
Structure Number: 7227, Location: 13.9 MI NW OF JCT I-25 (Lat: 35.459833, Lng: -106.680008), Route carried "on" structure: US 550, Year Built: 1970, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 25,188 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 14,238 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.436, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.0m (68.9ft), 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)
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 minimum 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: July 2018, Bridge Improvement Cost: $176,000, Roadway Improvement Cost: $17,000, Total Project Cost: $265,000 ( Estimate for 2020)
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Structure Number: 7228, Location: 14.6 MI NW OF JCT I-25 (Lat: 35.467422, Lng: -106.687100), Route carried "on" structure: US 550, Year Built: 1970, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 25,188 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 14,238 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.496, 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: 5, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 50.2 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: 1.04m (3.41ft), Designated Inspection Frequency: Every 48 months, Inspection Date: July 2018, Bridge Improvement Cost: $139,000, Roadway Improvement Cost: $13,000, Total Project Cost: $209,000 ( Estimate for 2020)
Structure Number: 7228, Location: 14.6 MI NW OF JCT I-25 (Lat: 35.467422, Lng: -106.687100), Route carried "on" structure: US 550, Year Built: 1970, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 25,188 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 14,238 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.496, 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: 5, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 50.2 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: 1.04m (3.41ft), Designated Inspection Frequency: Every 48 months, Inspection Date: July 2018, Bridge Improvement Cost: $139,000, Roadway Improvement Cost: $13,000, Total Project Cost: $209,000 ( Estimate for 2020)
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Structure Number: 7229, Location: 14.9 MI NW OF JCT I-25 (Lat: 35.471739, Lng: -106.691131), Route carried "on" structure: US 550, Year Built: 1970, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 25,188 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 14,238 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.058, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.8m (68.2ft), Skew: 24 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.38m (7.81ft), Designated Inspection Frequency: Every 48 months, Inspection Date: July 2020, Bridge Improvement Cost: $458,000, Roadway Improvement Cost: $45,000, Total Project Cost: $687,000 ( Estimate for 2020)
Structure Number: 7229, Location: 14.9 MI NW OF JCT I-25 (Lat: 35.471739, Lng: -106.691131), Route carried "on" structure: US 550, Year Built: 1970, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 25,188 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 14,238 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.058, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.8m (68.2ft), Skew: 24 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.38m (7.81ft), Designated Inspection Frequency: Every 48 months, Inspection Date: July 2020, Bridge Improvement Cost: $458,000, Roadway Improvement Cost: $45,000, Total Project Cost: $687,000 ( Estimate for 2020)
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Structure Number: 723, Location: 16.0 MI NW OF JCT I-25 (Lat: 35.483106, Lng: -106.702133), Route carried "on" structure: US 550, Year Built: 1970, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 25,188 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 14,238 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.701, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.8m (68.2ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 68.0 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 48 months, Inspection Date: July 2018, Bridge Improvement Cost: $121,000, Roadway Improvement Cost: $12,000, Total Project Cost: $181,000 ( Estimate for 2020)
Structure Number: 723, Location: 16.0 MI NW OF JCT I-25 (Lat: 35.483106, Lng: -106.702133), Route carried "on" structure: US 550, Year Built: 1970, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 25,188 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 14,238 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.701, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.8m (68.2ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 68.0 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 48 months, Inspection Date: July 2018, Bridge Improvement Cost: $121,000, Roadway Improvement Cost: $12,000, Total Project Cost: $181,000 ( Estimate for 2020)
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Structure Number: 7383, Location: 17.8 MI NW OF JCT I-25 (Lat: 35.496011, Lng: -106.729872), Route carried "on" structure: US 550, Year Built: 1975, Year Reconstructed: 1998, Status: Open, Structure Length: 5.97m (19.59ft), Average Daily Traffic: 25,188 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 14,238 (year 2040), Design Load: HS 20, Features Intersected: ARROYO OJITO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.589, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 28.3m (92.8ft), Skew: 24 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.4m (63.6ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 25.3m (83.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Poor, Operating Rating: 54.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.97m (19.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $792,000, Roadway Improvement Cost: $79,000, Total Project Cost: $1,188,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 7383, Location: 17.8 MI NW OF JCT I-25 (Lat: 35.496011, Lng: -106.729872), Route carried "on" structure: US 550, Year Built: 1975, Year Reconstructed: 1998, Status: Open, Structure Length: 5.97m (19.59ft), Average Daily Traffic: 25,188 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 14,238 (year 2040), Design Load: HS 20, Features Intersected: ARROYO OJITO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.589, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 28.3m (92.8ft), Skew: 24 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.4m (63.6ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 25.3m (83.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Poor, Operating Rating: 54.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.97m (19.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $792,000, Roadway Improvement Cost: $79,000, Total Project Cost: $1,188,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 7548, Location: 20.8 MI NW OF JCT I-25 (Lat: 35.520097, Lng: -106.774692), Route carried "on" structure: US 550, Year Built: 1979, Year Reconstructed: 1998, Status: Open, Structure Length: 5.43m (17.81ft), Average Daily Traffic: 8,108 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 6,257 (year 2040), Design Load: HS 20, Features Intersected: ARROYO PIEDRA PARADA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.473, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.0m (68.9ft), Skew: 21 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 24.3m (79.7ft), Out-to-Out Width: 25.3m (83.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 48.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.43m (17.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $718,000, Roadway Improvement Cost: $71,000, Total Project Cost: $1,078,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 7548, Location: 20.8 MI NW OF JCT I-25 (Lat: 35.520097, Lng: -106.774692), Route carried "on" structure: US 550, Year Built: 1979, Year Reconstructed: 1998, Status: Open, Structure Length: 5.43m (17.81ft), Average Daily Traffic: 8,108 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 6,257 (year 2040), Design Load: HS 20, Features Intersected: ARROYO PIEDRA PARADA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.473, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.0m (68.9ft), Skew: 21 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 24.3m (79.7ft), Out-to-Out Width: 25.3m (83.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 48.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.43m (17.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $718,000, Roadway Improvement Cost: $71,000, Total Project Cost: $1,078,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 7562, Location: 16.8 MI NW OF JCT I-25 (Lat: 35.489383, Lng: -106.715006), Route carried "on" structure: US 550, Year Built: 1975, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 25,188 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 14,238 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.225, Lanes on structure: 4, 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: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.31m (4.30ft), Designated Inspection Frequency: Every 48 months, Inspection Date: November 2019, Bridge Improvement Cost: $176,000, Roadway Improvement Cost: $17,000, Total Project Cost: $265,000 ( Estimate for 2020)
Structure Number: 7562, Location: 16.8 MI NW OF JCT I-25 (Lat: 35.489383, Lng: -106.715006), Route carried "on" structure: US 550, Year Built: 1975, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 25,188 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 14,238 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.225, Lanes on structure: 4, 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: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.31m (4.30ft), Designated Inspection Frequency: Every 48 months, Inspection Date: November 2019, Bridge Improvement Cost: $176,000, Roadway Improvement Cost: $17,000, Total Project Cost: $265,000 ( Estimate for 2020)
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Structure Number: 7563, Location: 18.8 MI NW OF JCT I-25 (Lat: 35.503064, Lng: -106.745800), Route carried "on" structure: US 550, Year Built: 1975, Year Reconstructed: 1999, Status: Open, Structure Length: 0.95m (3.12ft), Average Daily Traffic: 8,108 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 6,257 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.256, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), 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: 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.98m (3.22ft), Designated Inspection Frequency: Every 48 months, Inspection Date: November 2019, Bridge Improvement Cost: $131,000, Roadway Improvement Cost: $13,000, Total Project Cost: $197,000 ( Estimate for 2020)
Structure Number: 7563, Location: 18.8 MI NW OF JCT I-25 (Lat: 35.503064, Lng: -106.745800), Route carried "on" structure: US 550, Year Built: 1975, Year Reconstructed: 1999, Status: Open, Structure Length: 0.95m (3.12ft), Average Daily Traffic: 8,108 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 6,257 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.256, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), 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: 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.98m (3.22ft), Designated Inspection Frequency: Every 48 months, Inspection Date: November 2019, Bridge Improvement Cost: $131,000, Roadway Improvement Cost: $13,000, Total Project Cost: $197,000 ( Estimate for 2020)
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Structure Number: M133, Location: AT ZIA PUEBLO (Lat: 35.503178, Lng: -106.723931), Route carried "on" structure: Federal lands road 78, Year Built: 1979, Status: Open, Structure Length: 9.93m (32.58ft), Average Daily Traffic: 600 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 702 (year 2041), Design Load: HS 20, Features Intersected: JEMEZ RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.600, Lanes on structure: 2, Owner: Bureau of Indian Affairs, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.5m (80.4ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Poor, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 44.2 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, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 9.93m (32.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Total Project Cost: $400,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: M133, Location: AT ZIA PUEBLO (Lat: 35.503178, Lng: -106.723931), Route carried "on" structure: Federal lands road 78, Year Built: 1979, Status: Open, Structure Length: 9.93m (32.58ft), Average Daily Traffic: 600 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 702 (year 2041), Design Load: HS 20, Features Intersected: JEMEZ RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.600, Lanes on structure: 2, Owner: Bureau of Indian Affairs, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.5m (80.4ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Poor, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 44.2 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, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 9.93m (32.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Total Project Cost: $400,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: M14, Location: EAST EDGE OF ZIA PUEBLO (Lat: 35.505797, Lng: -106.717700), Route carried "on" structure: Federal lands road 78, Year Built: 1997, Status: Open, Structure Length: 4.97m (16.31ft), Average Daily Traffic: 150 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 176 (year 2041), Design Load: HS 20, Features Intersected: CHAMISA WASH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.900, Lanes on structure: 2, Owner: Bureau of Indian Affairs, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.1m (62.7ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.3m (53.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 35.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 26.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: M14, Location: EAST EDGE OF ZIA PUEBLO (Lat: 35.505797, Lng: -106.717700), Route carried "on" structure: Federal lands road 78, Year Built: 1997, Status: Open, Structure Length: 4.97m (16.31ft), Average Daily Traffic: 150 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 176 (year 2041), Design Load: HS 20, Features Intersected: CHAMISA WASH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.900, Lanes on structure: 2, Owner: Bureau of Indian Affairs, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.1m (62.7ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.3m (53.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 35.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 26.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing