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


  • National Bridge Inventory (NBI) Statistics
  • 10Number of bridges
  • 49ft / 15.5mTotal length
  • $552,000Total costs
  • 98,374Total average daily traffic
  • 7,819Total average daily truck traffic
  • 157,404Total future (year 2036) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for Vineyard
  • No street view available for this location

New bridges in Vineyard, CA - historical statistics
  • New bridges - historical statistics
  • 21940-1949
  • 11950-1959
  • 11970-1979
  • 21980-1989
  • 12000-2009
  • 32010-2019
Average Bridge Daily Traffic in Vineyard, CA
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 85.7%Good
  • 14.3%Fair
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 71.4%Good
  • 28.6%Fair
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 71.4%Good
  • 14.3%Satisfactory
  • 14.3%Poor
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 20.0%Excellent
  • 50.0%Very good
  • 10.0%Good
  • 20.0%Satisfactory
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Structure Number: 24C0171,  Location: 0.2 MI N OF GERBER RD (Lat: 38.483886,  Lng: -121.371861),  Route carried "on" structure: County highway ,  Year Built: 1950,  Status: Open,  Structure Length: 1.32m (4.33ft),  Average Daily Traffic: 23,420 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 36,700 (year 2042),  Features Intersected: ELDER CREEK,  Facility Carried by Structure: ELK GROVE-FLORIN R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.9m (19.4ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 37.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 24C0181,  Location: 0.1 MI W/O SUNRISE BLVD (Lat: 38.483522,  Lng: -121.244014),  Route carried "on" structure: County highway ,  Year Built: 1970,  Status: Open,  Structure Length: 2.94m (9.65ft),  Average Daily Traffic: 14,977 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 24,254 (year 2043),  Design Load: HS 20,  Features Intersected: FOLSOM SOUTH CANAL,  Facility Carried by Structure: GRANT LINE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.5m (93.5ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 44.1 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: 20.4 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 24C0278,  Location: 1.3 MI N/O CALVINE (Lat: 38.470181,  Lng: -121.297544),  Route carried "on" structure: County highway ,  Year Built: 1982,  Status: Open,  Structure Length: 2.50m (8.20ft),  Average Daily Traffic: 4,244 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 6,965 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: LAGUNA CREEK,  Facility Carried by Structure: EXCELSIOR RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.2m (26.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 87.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.5 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 24C0333,  Location: 0.3 MI E BRADSHAW BLVD (Lat: 38.481628,  Lng: -121.328992),  Route carried "on" structure: County highway ,  Year Built: 1984,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 6,755 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 11,084 (year 2043),  Design Load: HS 20+Mod,  Features Intersected: HORSE CREEK,  Facility Carried by Structure: GERBER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 81.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.9 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 24C0334,  Location: 0.2 MI W OF BRADSHAW (Lat: 38.481636,  Lng: -121.338817),  Route carried "on" structure: County highway ,  Year Built: 1948,  Status: Open,  Structure Length: 0.71m (2.33ft),  Average Daily Traffic: 7,409 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 12,400 (year 2043),  Design Load: H 20,  Features Intersected: HORSE CREEK,  Facility Carried by Structure: GERBER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 32.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 24C0337,  Location: 0.7 MI N CALVINE RD (Lat: 38.463800,  Lng: -121.330047),  Route carried "on" structure: County highway ,  Year Built: 1945,  Status: Temporarily open,  Structure Length: 2.35m (7.71ft),  Average Daily Traffic: 400 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 858 (year 2041),  Features Intersected: LAGUNA CREEK,  Facility Carried by Structure: CARMENCITA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 5.8m (19.0ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Poor,  Channel: Very good,  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.35m (7.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $328,000,  Roadway Improvement Cost: $65,000,  Total Project Cost: $552,000 ( Estimate for 2017),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 24C0552,  Location: 0.1 MI N GERBER RD (Lat: 38.483528,  Lng: -121.334675),  Route carried "on" structure: County highway ,  Year Built: 2010,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 18,730 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 31,353 (year 2043),  Design Load: HS 20+Mod,  Features Intersected: GERBER CREEK,  Facility Carried by Structure: BRADSHAW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 28.2m (92.5ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.5m (31.2ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 28.2m (92.5ft),  Out-to-Out Width: 32.9m (107.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 24C0553,  Location: 0.6 MI W OF BRADSHAW RD (Lat: 38.481569,  Lng: -121.344897),  Route carried "on" structure: County highway ,  Year Built: 2008,  Status: Open,  Structure Length: 0.69m (2.26ft),  Average Daily Traffic: 7,409 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 11,915 (year 2037),  Design Load: HS 20,  Features Intersected: HORSE CREEK,  Facility Carried by Structure: GERBER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 21.7m (71.2ft),  Skew: 22 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.3m (10.8ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 26.2m (86.0ft)

Condition: Channel: Excellent,  Culverts: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2019
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Structure Number: 24C0638,  Location: 0.4 MI EAST OF HEDGE AVE (Lat: 38.487089,  Lng: -121.365203),  Route carried "on" structure: County highway ,  Year Built: 2017,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 30 (year 2008),  Truck Traffic: 10%,  Average Future Daily Traffic: 43 (year 2038),  Features Intersected: ELDER CREEK,  Facility Carried by Structure: MCCOY AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020
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Structure Number: 24C064,  Location: W OF ARROYO WILLOW DRIVE (Lat: 38.496175,  Lng: -121.356406),  Route carried "on" structure: County highway ,  Year Built: 2018,  Status: Open,  Structure Length: 1.21m (3.97ft),  Average Daily Traffic: 15,000 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 21,832 (year 2042),  Features Intersected: ELDER CREEK,  Facility Carried by Structure: FLORIN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Skew: 6 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.0m (13.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 35.6m (116.8ft),  Out-to-Out Width: 36.9m (121.1ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2020
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