Bridge Statistics for Church Rock, New Mexico (NM)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 5393,  Location: 6.3 MI E OF US-491 (Lat: 35.531908,  Lng: -108.633783),  Route carried "on" structure: State highway 118,  Year Built: 1946,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 8,364 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 11,771 (year 2040),  Design Load: HS 20,  Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 45.210,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  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: 51.8 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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.01m (3.31ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $80,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $121,000 ( Estimate for 2030)

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Structure Number: 5394,  Location: 0.1 MI E OF NM-566 (Lat: 35.530156,  Lng: -108.604589),  Route carried "on" structure: State highway 118,  Year Built: 1946,  Status: Open,  Structure Length: 2.69m (8.83ft),  Average Daily Traffic: 1,480 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 1,272 (year 2040),  Design Load: HS 20,  Features Intersected: RIO PUERCO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 47.814,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.2m (26.9ft)

Condition: Channel: Good,  Culverts: Fair,  Operating Rating: 48.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: Febuary 2022

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Structure Number: 6361,  Location: 8.6 MI E OF JCT US-491 (Lat: 35.527847,  Lng: -108.594228),  Route carried "on" structure: Interstate 40,  Year Built: 1963,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 6.04m (19.82ft),  Average Daily Traffic: 20,921 (year 2020),  Truck Traffic: 37%,  Average Future Daily Traffic: 35,816 (year 2040),  Design Load: HS 20,  Features Intersected: BNSF R/R Spur
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 48.924,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.4m (40.7ft),  Skew: 13 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.0m (59.1ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 61.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to 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: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 6362,  Location: 8.6 MI E OF JCT US-491 (Lat: 35.527539,  Lng: -108.594100),  Route carried "on" structure: Interstate 40,  Year Built: 1963,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 5.24m (17.19ft),  Average Daily Traffic: 20,921 (year 2020),  Truck Traffic: 37%,  Average Future Daily Traffic: 35,816 (year 2040),  Design Load: HS 20,  Features Intersected: BNSF R/R Spur
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 48.924,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.4m (40.7ft),  Skew: 12 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 68.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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 21 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 6363,  Location: 3.2 MI W OF NM-400 (Lat: 35.527297,  Lng: -108.593300),  Route carried "on" structure: Interstate 40,  Year Built: 1963,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 3.87m (12.70ft),  Average Daily Traffic: 20,921 (year 2020),  Truck Traffic: 37%,  Average Future Daily Traffic: 35,816 (year 2040),  Design Load: HS 20,  Features Intersected: BNSF R/R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 49.005,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.4m (40.7ft),  Skew: 12 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 66.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 6364,  Location: 3.2 MI W OF NM-400 (Lat: 35.527494,  Lng: -108.593044),  Route carried "on" structure: Interstate 40,  Year Built: 1963,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 4.36m (14.30ft),  Average Daily Traffic: 20,921 (year 2020),  Truck Traffic: 37%,  Average Future Daily Traffic: 35,816 (year 2040),  Design Load: HS 20,  Features Intersected: BNSF R/R Spur
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 49.005,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.3m (40.4ft),  Skew: 13 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.5m (54.1ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 60.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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,  Length Of Structure Improvement: 4.36m (14.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $307,000,  Roadway Improvement Cost: $30,000,  Total Project Cost: $461,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 6365,  Location: 9.2 MI E OF JCT US-491 (Lat: 35.524700,  Lng: -108.583797),  Route carried "on" structure: Interstate 40,  Year Built: 1963,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 20,921 (year 2020),  Truck Traffic: 37%,  Average Future Daily Traffic: 35,816 (year 2040),  Design Load: HS 20,  Features Intersected: GOV ORD BASE/LOCAL RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 49.922,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.7m (38.4ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.0m (36.1ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Poor,  Operating Rating: 75.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.83m (9.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $160,000,  Roadway Improvement Cost: $106,000,  Total Project Cost: $330,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 6366,  Location: 9.2 MI E OF JCT US-491 (Lat: 35.524456,  Lng: -108.583908),  Route carried "on" structure: Interstate 40,  Year Built: 1963,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 20,921 (year 2020),  Truck Traffic: 37%,  Average Future Daily Traffic: 35,816 (year 2040),  Design Load: HS 20,  Features Intersected: GOV ORD BASE/LOCAL RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 49.922,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.0m (39.4ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.0m (36.1ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Poor,  Operating Rating: 75.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.83m (9.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $160,000,  Roadway Improvement Cost: $106,000,  Total Project Cost: $330,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 6367,  Location: JUNCTION I-40/NM-400 (Lat: 35.511200,  Lng: -108.540875),  Route carried "on" structure: State highway 400,  Year Built: 1963,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 7.19m (23.59ft),  Average Daily Traffic: 1,343 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 1,154 (year 2040),  Design Load: HS 20,  Features Intersected: I-40 EBL/WBL mp 33.6
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.847,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.19m (23.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $410,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $425,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 6523,  Location: 1.9 MI W OF NM-400 (Lat: 35.521097,  Lng: -108.572800),  Route carried "on" structure: Interstate 40,  Year Built: 1963,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 20,921 (year 2020),  Truck Traffic: 37%,  Average Future Daily Traffic: 35,816 (year 2040),  Design Load: HS 20,  Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 50.987,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.1m (79.1ft),  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: Satisfactory,  Culverts: Good,  Operating Rating: 38.9 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020

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Structure Number: 6525,  Location: 11.3 MI E OF JCT US-491 (Lat: 35.513989,  Lng: -108.549283),  Route carried "on" structure: Interstate 40,  Year Built: 1963,  Status: Open,  Structure Length: 0.78m (2.56ft),  Average Daily Traffic: 20,921 (year 2020),  Truck Traffic: 37%,  Average Future Daily Traffic: 35,816 (year 2040),  Design Load: HS 20,  Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 53.199,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  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: Fair,  Culverts: Satisfactory,  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: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021

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Structure Number: 6527,  Location: 0.1 MI S OF JCT I-40 (Lat: 35.510214,  Lng: -108.540669),  Route carried "on" structure: State highway 400,  Year Built: 1963,  Status: Open,  Structure Length: 0.96m (3.15ft),  Average Daily Traffic: 1,343 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 1,154 (year 2040),  Design Load: HS 20,  Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.736,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  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: 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: 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: May 2021

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Structure Number: 656,  Location: 8.0 MI E OF JCT US-491 (Lat: 35.529625,  Lng: -108.604681),  Route carried "on" structure: Interstate 40,  Year Built: 1965,  Status: Open,  Structure Length: 4.72m (15.49ft),  Average Daily Traffic: 20,921 (year 2020),  Truck Traffic: 37%,  Average Future Daily Traffic: 35,816 (year 2040),  Design Load: HS 20,  Features Intersected: Rio Puerco
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 47.905,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 10.2m (33.5ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 54.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 6709,  Location: 6.2 MI E OF JCT US-491 (Lat: 35.531389,  Lng: -108.633922),  Route carried "on" structure: Interstate 40,  Year Built: 1965,  Status: Open,  Structure Length: 0.80m (2.62ft),  Average Daily Traffic: 20,921 (year 2020),  Truck Traffic: 37%,  Average Future Daily Traffic: 35,816 (year 2040),  Design Load: HS 20,  Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 45.303,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 58.3 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020

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Structure Number: 7157,  Location: 0.1 MI N OF NM-118 (Lat: 35.532417,  Lng: -108.606667),  Route carried "on" structure: State highway 566,  Year Built: 1969,  Status: Open,  Structure Length: 9.88m (32.41ft),  Average Daily Traffic: 5,001 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 7,258 (year 2040),  Design Load: HS 20,  Features Intersected: Rio Puerco/BNSF R/R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.193,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 53.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 8863,  Location: 0.4 MI E NM-566 @ MP-0.35 (Lat: 35.533003,  Lng: -108.602089),  Route carried "on" structure: County highway 31001,  Year Built: 1950,  Status: Posted for load-capacity,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 270 (year 2020),  Average Future Daily Traffic: 445 (year 2040),  Features Intersected: UNNAMED WATERWAY,  Facility Carried by Structure: 31-Z001
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.024,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 36.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.76m (2.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $24,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $36,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: N482,  Location: 8.5 MI NE OF CHURCH ROCK (Lat: 35.621472,  Lng: -108.524556),  Route carried "on" structure: Federal lands road N11,  Year Built: 1985,  Status: Open,  Structure Length: 6.24m (20.47ft),  Average Daily Traffic: 3,000 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,510 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: RIO PUERCO WASH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.701,  Lanes on structure: 2,  Owner: Bureau of Indian Affairs,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.0m (68.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: N483,  Location: 2.0 MI WEST OF PINEDALE (Lat: 35.613444,  Lng: -108.510611),  Route carried "on" structure: Federal lands road N11,  Year Built: 1985,  Status: Open,  Structure Length: 0.96m (3.15ft),  Average Daily Traffic: 3,000 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,510 (year 2039),  Design Load: HS 20,  Features Intersected: PINEDALE WASH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.298,  Lanes on structure: 2,  Owner: Bureau of Indian Affairs,  Approaching Roadway Width: 10.0m (32.8ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.6m (31.5ft),  Curb-To-Curb Width: 10.0m (32.8ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Channel: Poor,  Culverts: Good,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.5 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021

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Structure Number: N486,  Location: 2MI N & 1MI W OF PINEDALE (Lat: 35.590944,  Lng: -108.478361),  Route carried "on" structure: Federal lands road N7055,  Year Built: 1988,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 102 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 119 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: CHURCH CAMP WASH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 1,  Owner: Bureau of Indian Affairs,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.0m (59.1ft),  Curb-To-Curb Width: 4.6m (15.1ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 50.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.90m (6.23ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Total Project Cost: $225,000 ( Estimate for 2021),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: DAPATEWIN00007,  Location: NORTH GATE (Lat: 35.520019,  Lng: -108.585900),  Route carried "on" structure: Other road ,  Year Built: 1943,  Status: Open,  Structure Length: 1.99m (6.53ft),  Average Daily Traffic: 5 (year 2021),  Average Future Daily Traffic: 10 (year 2043),  Features Intersected: SOUTH FORK PUERCO RIVER,  Facility Carried by Structure: NAVAJO BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Army,  Approaching Roadway Width: 6.6m (21.7ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.74m (8.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: DAPATEWIN000142,  Location: 4.3 KM SE OF BRIDGE 00070 (Lat: 35.500061,  Lng: -108.563869),  Route carried "on" structure: Other road ,  Year Built: 1943,  Status: Open,  Structure Length: 1.61m (5.28ft),  Average Daily Traffic: 5 (year 2021),  Average Future Daily Traffic: 10 (year 2043),  Features Intersected: UNKNOWN CREEK,  Facility Carried by Structure: UNKNOWN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Army,  Approaching Roadway Width: 2.9m (9.5ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 5.9m (19.4ft),  Out-to-Out Width: 6.2m (20.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Channel: Good,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.29m (7.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2021),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: DAPATEWIN000143,  Location: 1.4 KM SW OF BRIDGE 00144 (Lat: 35.473481,  Lng: -108.588139),  Route carried "on" structure: Other road ,  Year Built: 1943,  Status: Posted for load,  Structure Length: 1.84m (6.04ft),  Average Daily Traffic: 5 (year 2021),  Average Future Daily Traffic: 10 (year 2043),  Features Intersected: UNKNOWN CREEK,  Facility Carried by Structure: UNKNOWN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Army,  Approaching Roadway Width: 5.1m (16.7ft),  Skew: 1 degrees,  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 6.6m (21.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.56m (8.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2021),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: DAPATEWIN000144,  Location: 1.4 KM NE OF BRIDGE 00143 (Lat: 35.481481,  Lng: -108.578481),  Route carried "on" structure: Other road ,  Year Built: 1943,  Status: Open,  Structure Length: 1.87m (6.14ft),  Average Daily Traffic: 5 (year 2021),  Average Future Daily Traffic: 10 (year 2043),  Features Intersected: UNKNOWN CREEK,  Facility Carried by Structure: UNKNOWN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Army,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.2m (20.3ft),  Curb-To-Curb Width: 6.4m (21.0ft),  Out-to-Out Width: 6.8m (22.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.59m (8.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2021),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: DAPATEWIN000145,  Location: 1.3 KM E OF BRIDGE 00143 (Lat: 35.473689,  Lng: -108.575800),  Route carried "on" structure: Other road ,  Year Built: 1943,  Status: Posted for load,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 5 (year 2021),  Average Future Daily Traffic: 10 (year 2043),  Features Intersected: UNKNOWN CREEK,  Facility Carried by Structure: UNKNOWN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: Army,  Approaching Roadway Width: 3.4m (11.2ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 8.4m (27.6ft),  Curb-To-Curb Width: 3.4m (11.2ft),  Out-to-Out Width: 3.7m (12.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.41m (7.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2021),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: DAPATEWIN000146,  Location: 1.5 KM NE OF BRIDGE 00145 (Lat: 35.480950,  Lng: -108.565000),  Route carried "on" structure: Other road ,  Year Built: 1943,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 5 (year 2021),  Average Future Daily Traffic: 10 (year 2043),  Features Intersected: UNKNOWN CREEK,  Facility Carried by Structure: UNKNOWN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: Army,  Approaching Roadway Width: 3.4m (11.2ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.1m (13.5ft),  Curb-To-Curb Width: 3.4m (11.2ft),  Out-to-Out Width: 3.7m (12.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Serious,  Channel: Good,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.37m (7.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2021),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: DAPATEWIN000427,  Location: 2.9 KM NW OF BRIDGE 00143 (Lat: 35.485200,  Lng: -108.606800),  Route carried "on" structure: Other road ,  Year Built: 1943,  Status: Posted for load,  Structure Length: 1.85m (6.07ft),  Average Daily Traffic: 5 (year 2021),  Average Future Daily Traffic: 10 (year 2043),  Features Intersected: UNKNOWN CREEK,  Facility Carried by Structure: UNKNOWN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Army,  Approaching Roadway Width: 4.6m (15.1ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.2m (20.3ft),  Curb-To-Curb Width: 6.5m (21.3ft),  Out-to-Out Width: 6.8m (22.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Poor,  Channel: Good,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.57m (8.43ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2021),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: DAPATEWIN00PB02,  Location: 1.7 KM SW OF BRIDGE 00070 (Lat: 35.506819,  Lng: -108.593631),  Route carried "on" structure: Other road ,  Year Built: 1943,  Status: Open,  Structure Length: 2.46m (8.07ft),  Average Daily Traffic: 5 (year 2021),  Average Future Daily Traffic: 10 (year 2043),  Features Intersected: UNKNOWN CREEK,  Facility Carried by Structure: NAVAJO BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Army,  Approaching Roadway Width: 6.3m (20.7ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 6.5m (21.3ft),  Out-to-Out Width: 6.8m (22.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.33m (10.93ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2021),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 6365,  Location: 9.2 MI E OF JCT US-491 (Lat: 35.524700,  Lng: -108.583797),  Route carried "under" structure: Federal lands road 31001,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 270 (year 2020),  Features Intersected: GOV ORD BASE/LOCAL RD.,  Facility Carried by Structure: I-40 WBL
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 0.042,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 11.0m (36.1ft)

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Structure Number: 6366,  Location: 9.2 MI E OF JCT US-491 (Lat: 35.524456,  Lng: -108.583908),  Route carried "under" structure: Federal lands road 31001,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 270 (year 2020),  Features Intersected: GOV ORD BASE/LOCAL RD.,  Facility Carried by Structure: I-40 EBL
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 0.042,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 11.0m (36.1ft)

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Structure Number: 6367,  Location: JUNCTION I-40/NM-400 (Lat: 35.511200,  Lng: -108.540875),  Route carried "under" structure: Interstate 40,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 19,188 (year 2020),  Truck Traffic: 37%,  Features Intersected: I-40 EBL/WBL mp 33.6
Minimum Vertical Clearance: 4.94m (16.21ft),  Kilometerpoint: 54.031,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.2m (76.1ft)

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Structure Number: 671,  Location: 7.4 MI E OF US-491 (Lat: 35.531211,  Lng: -108.630944),  Route carried "under" structure: Other road 31001,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 270 (year 2020),  Features Intersected: SUNDANCE ROAD,  Facility Carried by Structure: I-40 EBL/WBL
Minimum Vertical Clearance: 4.19m (13.75ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Culvert,  Length of Maximum Span: 7.7m (25.3ft)