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Bridge Statistics for Sand City, California (CA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs


  • National Bridge Inventory (NBI) Statistics
  • 11Number of bridges
  • 131ft / 39.7mTotal length
  • 209,318Total average daily traffic
  • 8,449Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Sand City
  • No street view available for this location

Average Bridge Daily Traffic in Sand City, CA
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 83.3%Good
  • 16.7%Fair
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Structure Number: 44 0151,  Location: 05-MON-068-R4.04-MON (Lat: 36.594308,  Lng: -121.866867),  Route carried "on" structure: County highway H187,  Year Built: 1967,  Status: Open,  Structure Length: 7.62m (25.00ft),  Average Daily Traffic: 11,118 (year 2008),  Truck Traffic: 3%,  Average Future Daily Traffic: 14,057 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: SR 68, N1-E68, W68-N1,  Facility Carried by Structure: FAIRGROUND RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 38.1m (125.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 44 0158L,  Location: 05-MON-001-R80.67-SNDC (Lat: 36.624183,  Lng: -121.842011),  Route carried "on" structure: State highway 1,  Year Built: 1968,  Status: Open,  Structure Length: 10.70m (35.10ft),  Average Daily Traffic: 29,500 (year 2009),  Truck Traffic: 4%,  Average Future Daily Traffic: 46,010 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: S1-OFF, ELLIS RD, PEDS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 80.670,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 26.7m (87.6ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 31.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 44 0158R,  Location: 05-MON-001-R80.67-SNDC (Lat: 36.623933,  Lng: -121.842075),  Route carried "on" structure: State highway 1,  Year Built: 1968,  Status: Open,  Structure Length: 10.73m (35.20ft),  Average Daily Traffic: 29,500 (year 2009),  Truck Traffic: 4%,  Average Future Daily Traffic: 47,567 (year 2043),  Design Load: HS 20,  Features Intersected: S1-OFF, ELLIS RD, PEDS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 80.670,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 25.2m (82.7ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 46.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 33.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 44 0165,  Location: 05-MON-001-R80.09-SNDC (Lat: 36.617894,  Lng: -121.849089),  Route carried "on" structure: City street ,  Year Built: 1968,  Status: Open,  Structure Length: 4.94m (16.21ft),  Average Daily Traffic: 1,200 (year 2005),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,874 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 1,  Facility Carried by Structure: TIOGA AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.3m (83.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 58.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 45.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2019,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 44 0188L,  Location: 05-MON-001-R80.27-SNDC (Lat: 36.620042,  Lng: -121.847142),  Route carried "on" structure: State highway 1,  Year Built: 1968,  Status: Open,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 29,500 (year 2009),  Truck Traffic: 4%,  Average Future Daily Traffic: 46,938 (year 2043),  Design Load: HS 20+Mod,  Features Intersected: PEDESTRIAN WALKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 80.270,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.6m (90.6ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 44 0188R,  Location: 05-MON-001-R80.27-SNDC (Lat: 36.620039,  Lng: -121.846867),  Route carried "on" structure: State highway 1,  Year Built: 1968,  Status: Open,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 29,500 (year 2009),  Truck Traffic: 4%,  Average Future Daily Traffic: 45,100 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: PEDESTRIAN WALKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 80.270,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.6m (90.6ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2019,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 44 0158L,  Location: 05-MON-001-R80.67-SNDC (Lat: 36.624183,  Lng: -121.842011),  Route carried "under" structure: Business City street ,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2009),  Truck Traffic: 5%,  Features Intersected: S1-OFF, ELLIS RD, PEDS,  Facility Carried by Structure: STATE ROUTE 1 SB
Minimum Vertical Clearance: 6.01m (19.72ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 26.7m (87.6ft)

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Structure Number: 44 0158L,  Location: 05-MON-001-R80.67-SNDC (Lat: 36.624183,  Lng: -121.842011),  Route carried "under" structure: Business City street ,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2009),  Truck Traffic: 5%,  Features Intersected: S1-OFF, ELLIS RD, PEDS,  Facility Carried by Structure: STATE ROUTE 1 SB
Minimum Vertical Clearance: 5.63m (18.47ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 26.7m (87.6ft)

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Structure Number: 44 0158R,  Location: 05-MON-001-R80.67-SNDC (Lat: 36.623933,  Lng: -121.842075),  Route carried "under" structure: Business City street ,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2009),  Truck Traffic: 5%,  Features Intersected: S1-OFF, ELLIS RD, PEDS,  Facility Carried by Structure: STATE ROUTE 1 NB
Minimum Vertical Clearance: 8.02m (26.31ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 25.2m (82.7ft)

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Structure Number: 44 0158R,  Location: 05-MON-001-R80.67-SNDC (Lat: 36.623933,  Lng: -121.842075),  Route carried "under" structure: Ramp City street ,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2009),  Truck Traffic: 5%,  Features Intersected: S1-OFF, ELLIS RD, PEDS,  Facility Carried by Structure: STATE ROUTE 1 NB
Minimum Vertical Clearance: 7.59m (24.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 25.2m (82.7ft)

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Structure Number: 44 0165,  Location: 05-MON-001-R80.09-SNDC (Lat: 36.617894,  Lng: -121.849089),  Route carried "under" structure: State highway 1,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 59,000 (year 2009),  Truck Traffic: 4%,  Features Intersected: STATE ROUTE 1,  Facility Carried by Structure: TIOGA AVE
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 80.090,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 25.3m (83.0ft)

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