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

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Structure Number: 3112, Location: 1.26 MI NW OF JCT I-25 (Lat: 35.323333, Lng: -106.555000), Route carried "on" structure: US 550, Year Built: 1938, Year Reconstructed: 1985, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 41,246 (year 2011), Truck Traffic: 15%, Average Future Daily Traffic: 50,278 (year 2031), Design Load: HS 20, Features Intersected: IRRIGATION DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.028, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft)

Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2008

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Structure Number: 5756, Location: 14.9 MI N OF JCT I-40 (Lat: 35.301667, Lng: -106.538333), Route carried "on" structure: Interstate 25, Year Built: 1954, Year Reconstructed: 1957, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 29,766 (year 2011), Truck Traffic: 10%, Average Future Daily Traffic: 38,739 (year 2031), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 390.044, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good, 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: Superior 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: November 2008, Bridge Improvement Cost: $209,000, Roadway Improvement Cost: $20,000, Total Project Cost: $313,000 ( Estimate for 2030)

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Structure Number: 5757, Location: 0.1 MI S OF US-550 (Lat: 35.313333, Lng: -106.533333), Route carried "on" structure: Interstate 25, Year Built: 1954, Year Reconstructed: 1987, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 59,468 (year 2011), Truck Traffic: 12%, Average Future Daily Traffic: 77,393 (year 2031), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 389.670, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 27.7m (90.9ft), 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: Satisfactory, Culverts: Fair, 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 12

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Structure Number: 5759, Location: 0.8 MI N OF JCT US-550 (Lat: 35.330833, Lng: -106.526389), Route carried "on" structure: Interstate 2082, Year Built: 1955, Year Reconstructed: 1957, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 31,742 (year 2011), Truck Traffic: 10%, Average Future Daily Traffic: 41,310 (year 2031), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 391.215, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 23 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft)

Condition: Channel: Good, Culverts: Fair, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior 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: January 12, Bridge Improvement Cost: $327,000, Roadway Improvement Cost: $32,000, Total Project Cost: $491,000 ( Estimate for 2030)

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Structure Number: 8536, Location: 0.2 MI NW OF JCT I-25 (Lat: 35.316944, Lng: -106.537778), Route carried "on" structure: US 550, Year Built: 1985, Year Reconstructed: 1991, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 33,753 (year 2011), Truck Traffic: 10%, Average Future Daily Traffic: 41,145 (year 2031), Design Load: HS 20, Features Intersected: BNSF RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.591, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.4m (66.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 26.5m (86.9ft)

Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: 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, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 12, 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: 8537, Location: 1.4 MI NW OF JCT I-25 (Lat: 35.323333, Lng: -106.558333), Route carried "on" structure: US 550, Year Built: 1986, Status: Open, Structure Length: 21.12m (69.29ft), Average Daily Traffic: 20,819 (year 2011), Truck Traffic: 15%, Average Future Daily Traffic: 50,278 (year 2031), Design Load: HS 20, Features Intersected: RIO GRANDE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.474, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 20 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 27.7m (90.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 48.6 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, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 21.12m (69.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 11, Bridge Improvement Cost: $1,171,000, Roadway Improvement Cost: $117,000, Total Project Cost: $1,757,000 ( Estimate for 2030), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 854, Location: 1.4 MI NW OF JCT I-25 (Lat: 35.323333, Lng: -106.558333), Route carried "on" structure: US 550, Year Built: 1986, Status: Open, Structure Length: 21.12m (69.29ft), Average Daily Traffic: 20,427 (year 2011), Truck Traffic: 15%, Average Future Daily Traffic: 50,278 (year 2031), Design Load: HS 20, Features Intersected: RIO GRANDE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.457, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 27.7m (90.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 48.6 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, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 21.12m (69.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 11, Bridge Improvement Cost: $1,592,000, Roadway Improvement Cost: $159,000, Total Project Cost: $2,388,000 ( Estimate for 2030), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 8698, Location: 0.3 MI W OF JCT NM-313 (Lat: 35.325000, Lng: -106.549414), Route carried "on" structure: City street 43001, Year Built: 1985, Year Reconstructed: 1996, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 123 (year 2011), Average Future Daily Traffic: 129 (year 2031), Design Load: HS 15, Features Intersected: Bernalillo Main Canal, Facility Carried by Structure: 43-Z001
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.031, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 27.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 12 months, Inspection Date: Febuary 12, Bridge Improvement Cost: $74,000, Roadway Improvement Cost: $7,000, Total Project Cost: $111,000 ( Estimate for 2030), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 8767, Location: Junction I-25/US-550 (Lat: 35.308333, Lng: -106.521667), Route carried "on" structure: US 550, Year Built: 1991, Status: Open, Structure Length: 5.00m (16.40ft), Average Daily Traffic: 21,955 (year 2011), Truck Traffic: 14%, Average Future Daily Traffic: 26,763 (year 2031), Design Load: HS 20, Features Intersected: I-25 NB and SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.4m (66.9ft), Skew: 20 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 24.1m (79.1ft), Curb-To-Curb Width: 25.7m (84.3ft), Out-to-Out Width: 26.5m (86.9ft)

Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 9273, Location: Junction I-25 & NM-473 (Lat: 35.295833, Lng: -106.543611), Route carried "on" structure: Interstate 25, Year Built: 2003, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 30,647 (year 2011), Truck Traffic: 10%, Average Future Daily Traffic: 80,821 (year 2031), Design Load: HS 20, Features Intersected: NM-473
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 387.433, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 20.5m (67.3ft), Out-to-Out Width: 21.5m (70.5ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 70.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.3 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 12, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 9274, Location: Junction I-25 and Nm-473 (Lat: 35.295833, Lng: -106.543611), Route carried "on" structure: Interstate 25, Year Built: 2003, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 34,022 (year 2011), Truck Traffic: 10%, Average Future Daily Traffic: 80,821 (year 2031), Design Load: HS 20, Features Intersected: NM-473
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 387.433, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 19.6m (64.3ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 69.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.2 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 12, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 8767, Location: Junction I-25/US-550 (Lat: 35.308333, Lng: -106.521667), Route carried "under" structure: Interstate 25, Year Built: 1991, Structure Length: 5.00m (16.40ft), Average Daily Traffic: 59,468 (year 2011), Truck Traffic: 12%, Features Intersected: I-25 NB and SB, Facility Carried by Structure: US-550 EB and WB
Minimum Vertical Clearance: 5.52m (18.11ft), Kilometerpoint: 38.988, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.1m (79.1ft)

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Structure Number: 9273, Location: Junction I-25 & NM-473 (Lat: 35.295833, Lng: -106.543611), Route carried "under" structure: State highway 473, Year Built: 2003, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 5,411 (year 2011), Truck Traffic: 5%, Features Intersected: NM-473, Facility Carried by Structure: I-25 NB
Minimum Vertical Clearance: 5.55m (18.21ft), Kilometerpoint: 0.692, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: 9274, Location: Junction I-25 and Nm-473 (Lat: 35.295833, Lng: -106.543611), Route carried "under" structure: State highway 473, Year Built: 2003, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 5,411 (year 2011), Truck Traffic: 5%, Features Intersected: NM-473, Facility Carried by Structure: I-25 SB
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 0.676, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.4m (66.9ft)