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


  • National Bridge Inventory (NBI) Statistics
  • 10Number of bridges
  • 52ft / 15.7mTotal length
  • $1,794,000Total costs
  • 47,787Total average daily traffic
  • 12,115Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Williamsburg
  • No street view available for this location

New bridges in Williamsburg, NM - historical statistics
  • New bridges - historical statistics
  • 11930-1939
  • 51960-1969
  • 41970-1979
Average Bridge Daily Traffic in Williamsburg, NM
Average Bridge Truck Traffic in Williamsburg, NM
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 75.0%Satisfactory
  • 25.0%Fair
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Structure Number: 2068,  Location: 11.1 MI N OF NM-152 (Lat: 33.102981,  Lng: -107.297375),  Route carried "on" structure: State highway 187,  Year Built: 1933,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 844 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 725 (year 2040),  Design Load: H 15,  Features Intersected: CANADA HONDA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 57.099,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.0m (26.2ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 37.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.3 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021
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Structure Number: 207,  Location: 0.7 M N I-25/WILLIAMSBURG (Lat: 33.118758,  Lng: -107.287103),  Route carried "on" structure: State highway 11,  Year Built: 1970,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 8,136 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 11,449 (year 2040),  Design Load: HS 20,  Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.0m (95.1ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 37.6 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,  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: 6943,  Location: Junction I-25/Loop-11 (Lat: 33.113689,  Lng: -107.298628),  Route carried "on" structure: City street 11,  Year Built: 1968,  Status: Open,  Structure Length: 8.90m (29.20ft),  Average Daily Traffic: 989 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,391 (year 2040),  Design Load: HS 20,  Features Intersected: I-25 NB and SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.282,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.6m (31.5ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.6m (84.0ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Poor,  Operating Rating: 53.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 8.90m (29.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $805,000,  Roadway Improvement Cost: $80,000,  Total Project Cost: $1,208,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 6992,  Location: 0.9 MI S WILLIAMSBURG EXT (Lat: 33.102047,  Lng: -107.302781),  Route carried "on" structure: Interstate 25,  Year Built: 1968,  Status: Open,  Structure Length: 1.53m (5.02ft),  Average Daily Traffic: 7,151 (year 2020),  Truck Traffic: 37%,  Average Future Daily Traffic: 12,241 (year 2040),  Design Load: HS 20,  Features Intersected: CANADA HONDA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 119.461,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.5m (80.4ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 67.0 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021
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Structure Number: 6994,  Location: 0.6 MILES COUNTY RD B-79 (Lat: 33.096400,  Lng: -107.305100),  Route carried "on" structure: Interstate 25,  Year Built: 1968,  Status: Open,  Structure Length: 0.77m (2.53ft),  Average Daily Traffic: 7,151 (year 2020),  Truck Traffic: 37%,  Average Future Daily Traffic: 12,241 (year 2040),  Design Load: HS 20,  Features Intersected: COUNTY RD-B079
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 118.786,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.7m (81.0ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.7m (25.3ft)

Condition: Culverts: Satisfactory,  Operating Rating: 68.6 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.85m (2.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $206,000,  Roadway Improvement Cost: $21,000,  Total Project Cost: $309,000 ( Estimate for 2030)
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Structure Number: 7201,  Location: 0.3 MI N WILLIAMSBURG (Lat: 33.118867,  Lng: -107.297556),  Route carried "on" structure: Interstate 25,  Year Built: 1970,  Status: Open,  Structure Length: 0.77m (2.53ft),  Average Daily Traffic: 7,269 (year 2020),  Truck Traffic: 37%,  Average Future Daily Traffic: 12,443 (year 2040),  Design Load: HS 20,  Features Intersected: LOCAL ROAD/1ST STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 121.393,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.7m (81.0ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.7m (25.3ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft)

Condition: Culverts: Satisfactory,  Operating Rating: 65.3 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.85m (2.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $185,000,  Roadway Improvement Cost: $18,000,  Total Project Cost: $277,000 ( Estimate for 2030)
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Structure Number: 721,  Location: 0.5 M N I-25/WILLIAMSBURG (Lat: 33.117025,  Lng: -107.291003),  Route carried "on" structure: State highway 11,  Year Built: 1970,  Status: Open,  Structure Length: 1.02m (3.35ft),  Average Daily Traffic: 8,136 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 11,449 (year 2040),  Design Load: HS 20,  Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.078,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 28.3m (92.8ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 37.6 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,  Waterway Adequacy: Equal to present desirable 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: 6943,  Location: Junction I-25/Loop-11 (Lat: 33.113689,  Lng: -107.298628),  Route carried "under" structure: Interstate 25,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 7,269 (year 2020),  Truck Traffic: 37%,  Features Intersected: I-25 NB and SB,  Facility Carried by Structure: L-00011
Minimum Vertical Clearance: 5.09m (16.70ft),  Kilometerpoint: 120.813,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.6m (84.0ft)

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Structure Number: 6994,  Location: 0.6 MILES COUNTY RD B-79 (Lat: 33.096400,  Lng: -107.305100),  Route carried "under" structure: County highway 51074,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 61 (year 2020),  Truck Traffic: 16%,  Features Intersected: COUNTY RD-B079,  Facility Carried by Structure: I-25 NBL/SBL
Minimum Vertical Clearance: 4.24m (13.91ft),  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)

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Structure Number: 7201,  Location: 0.3 MI N WILLIAMSBURG (Lat: 33.118867,  Lng: -107.297556),  Route carried "under" structure: State highway 51004,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 781 (year 2020),  Truck Traffic: 7%,  Features Intersected: LOCAL ROAD/1ST STREET,  Facility Carried by Structure: I-25 NBL/SBL
Minimum Vertical Clearance: 4.22m (13.85ft),  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)

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