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


  • National Bridge Inventory (NBI) Statistics
  • 11Number of bridges
  • 138ft / 42mTotal length
  • 339,085Total average daily traffic
  • 40,343Total average daily truck traffic
  • 212,346Total future (year 2035) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for Garden Acres
  • No street view available for this location

New bridges in Garden Acres, CA - historical statistics
  • New bridges - historical statistics
  • 11940-1949
  • 11950-1959
  • 31960-1969
  • 11970-1979
  • 11980-1989
  • 41990-1999
Reconstructed bridges in Garden Acres, CA - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 11970-1979
  • 11980-1989
  • 01990-1999
  • 12000-2009
  • 12010-2018
Average Bridge Daily Traffic in Garden Acres, CA
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 16.7%Very good
  • 83.3%Good
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 16.7%Very good
  • 83.3%Good
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 16.7%Very good
  • 66.7%Good
  • 16.7%Fair
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 40.0%Very good
  • 20.0%Good
  • 40.0%Satisfactory
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Structure Number: 29 004,  Location: 10-SJ-026-1.90 (Lat: 37.973947,  Lng: -121.231958),  Route carried "on" structure: State highway 26,  Year Built: 1967,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 8.78m (28.81ft),  Average Daily Traffic: 10,200 (year 2009),  Truck Traffic: 9%,  Average Future Daily Traffic: 17,952 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: STOCKTON DIVERTING CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.019,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 169.0m (554.5ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 16.9m (55.4ft),  Out-to-Out Width: 19.3m (63.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 53.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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 24 months,  Inspection Date: March 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 29 0053,  Location: 10-SJ-004-R22.72 (Lat: 37.949228,  Lng: -121.182311),  Route carried "on" structure: State highway 4,  Year Built: 1951,  Year Reconstructed: 1977,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 4,550 (year 2009),  Average Future Daily Traffic: 9,679 (year 2039),  Features Intersected: DUCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.272,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 119.0m (390.4ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 1.2m (3.9ft),  Out-to-Out Width: 15.9m (52.2ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 7.90m (25.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2017
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Structure Number: 29 0119,  Location: 10-SJ-099-17.76 (Lat: 37.948931,  Lng: -121.236792),  Route carried "on" structure: State highway 99,  Year Built: 1949,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 3.14m (10.30ft),  Average Daily Traffic: 87,000 (year 2009),  Truck Traffic: 13%,  Average Future Daily Traffic: 131,017 (year 2034),  Design Load: HS 20,  Features Intersected: MORMON SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.776,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 422.0m (1,384.5ft),  Skew: 33 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 42.2m (138.5ft),  Out-to-Out Width: 43.7m (143.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 4.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.5 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 31.40m (103.02ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 29 0142,  Location: 10-SJ-026-1.11 (Lat: 37.969728,  Lng: -121.245958),  Route carried "on" structure: State highway 26,  Year Built: 1961,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 4.21m (13.81ft),  Average Daily Traffic: 16,100 (year 2009),  Truck Traffic: 11%,  Average Future Daily Traffic: 28,725 (year 2039),  Design Load: HS 20,  Features Intersected: STATE ROUTE 99 AND RAMPS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.111,  Lanes on structure: 5,  Lanes under structure: 8,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 253.0m (830.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 20.4m (66.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 25.3m (83.0ft),  Out-to-Out Width: 27.7m (90.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 3.6 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: 27.9 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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 29 0142,  Location: 10-SJ-026-1.11 (Lat: 37.969728,  Lng: -121.245958),  Route carried "under" structure: State highway 99,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 83,000 (year 2009),  Truck Traffic: 13%,  Features Intersected: STATE ROUTE 99 AND RAMPS,  Facility Carried by Structure: STATE ROUTE 26
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 1.929,  Lanes on structure: 5,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: 29 0309G,  Location: 10-SJ-099-18.57 (Lat: 37.960472,  Lng: -121.240783),  Route carried "on" structure: Ramp State highway 99,  Year Built: 1993,  Status: Open,  Structure Length: 20.82m (68.31ft),  Average Daily Traffic: 16,000 (year 2009),  Truck Traffic: 10%,  Average Future Daily Traffic: 17,044 (year 2034),  Design Load: HS 20+Mod,  Features Intersected: SR 99, E4-N99, N99-E26
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.857,  Lanes on structure: 2,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 42.1m (138.1ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 1.3m (4.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 29 0309G,  Location: 10-SJ-099-18.57 (Lat: 37.960472,  Lng: -121.240783),  Route carried "under" structure: State highway 99,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 96,000 (year 2009),  Truck Traffic: 13%,  Features Intersected: SR 99, E4-N99, N99-E26
Minimum Vertical Clearance: 12.32m (40.42ft),  Kilometerpoint: 1.857,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 42.1m (138.1ft)

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Structure Number: 29 0309G,  Location: 10-SJ-099-18.57 (Lat: 37.960472,  Lng: -121.240783),  Route carried "under" structure: Ramp State highway 99,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 1,920 (year 2009),  Truck Traffic: 16%,  Features Intersected: SR 99, E4-N99, N99-E26
Minimum Vertical Clearance: 10.41m (34.15ft),  Kilometerpoint: 1.857,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 42.1m (138.1ft)

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Structure Number: 29 0309G,  Location: 10-SJ-099-18.57 (Lat: 37.960472,  Lng: -121.240783),  Route carried "under" structure: Ramp State highway 4,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 18,400 (year 2006),  Truck Traffic: 5%,  Features Intersected: SR 99, E4-N99, N99-E26
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 1.944,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 42.1m (138.1ft)

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Structure Number: 29C0103,  Location: 0.3 MI S MAIN ST (Lat: 37.953192,  Lng: -121.221183),  Route carried "on" structure: County highway ,  Year Built: 1974,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 1,615 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,050 (year 2036),  Design Load: HS 20,  Features Intersected: MORMON SLOUGH,  Facility Carried by Structure: WALKER LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 67.0m (219.8ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 76.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than 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: January 2015,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 29C0338,  Location: 0.3 MI SOUTH MAIN ST (Lat: 37.950150,  Lng: -121.232544),  Route carried "on" structure: County highway ,  Year Built: 1988,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 4,300 (year 2013),  Truck Traffic: 2%,  Average Future Daily Traffic: 5,879 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: MORMON SLOUGH,  Facility Carried by Structure: ORO AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 134.0m (439.6ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Good,  Superstructure: Good,  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: Better than present minimum criteria,  Deck Geometry: Better than 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: Febuary 2017,  Deck Structure Type: Concrete Cast-file-Place
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