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

Find on map >>   Show street view

Structure Number: 24 0027,  Location: 03-SAC-099-5.06 (Lat: 38.311947,  Lng: -121.321561),  Route carried "on" structure: State highway 99,  Year Built: 1958,  Year Reconstructed: 2022,  Status: Open,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 31,500 (year 2009),  Truck Traffic: 18%,  Average Future Daily Traffic: 55,865 (year 2040),  Design Load: HS 20,  Features Intersected: NORTH LAGOON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.060,  Lanes on structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 32 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.3m (43.6ft),  Curb-To-Curb Width: 34.1m (111.9ft),  Out-to-Out Width: 35.8m (117.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Precast Panels

Find on map >>   Show street view

Structure Number: 24 0027L,  Location: 03-SAC-099-5.06 (Lat: 38.311958,  Lng: -121.321844),  Route carried "on" structure: State highway 99,  Year Built: 1928,  Year Reconstructed: 1958,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 31,500 (year 2009),  Truck Traffic: 18%,  Average Future Daily Traffic: 55,865 (year 2040),  Design Load: HS 20,  Features Intersected: NORTH LAGOON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.060,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.2m (36.7ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 11.2m (36.7ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 33.4 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: 25.9 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: Equal to present minimum criteria,  Deck Geometry: 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: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 24 0028,  Location: 03-SAC-099-4.91 (Lat: 38.309975,  Lng: -121.320756),  Route carried "on" structure: State highway 99,  Year Built: 1958,  Year Reconstructed: 2022,  Status: Open,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 31,500 (year 2009),  Truck Traffic: 18%,  Average Future Daily Traffic: 55,865 (year 2040),  Design Load: HS 20,  Features Intersected: SOUTH LAGOON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.910,  Lanes on structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 32 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.3m (43.6ft),  Curb-To-Curb Width: 34.1m (111.9ft),  Out-to-Out Width: 35.8m (117.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 29.2 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: 22.7 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: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Precast Panels

Find on map >>   Show street view

Structure Number: 24 0028L,  Location: 03-SAC-099-4.91 (Lat: 38.309986,  Lng: -121.321042),  Route carried "on" structure: State highway 99,  Year Built: 1928,  Year Reconstructed: 1958,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 31,500 (year 2009),  Truck Traffic: 18%,  Average Future Daily Traffic: 55,865 (year 2040),  Features Intersected: SOUTH LAGOON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.910,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 35.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 21.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: 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: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 24 0029,  Location: 03-SAC-099-2.36 (Lat: 38.275447,  Lng: -121.304017),  Route carried "on" structure: State highway 99,  Year Built: 1958,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 58,000 (year 2002),  Truck Traffic: 18%,  Average Future Daily Traffic: 97,912 (year 2042),  Features Intersected: LOG CABIN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.360,  Lanes on structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 47.2m (154.9ft),  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: Poor,  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: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022

Find on map >>   Show street view

Structure Number: 24 0030R,  Location: 03-SAC-099-0.13-GAL (Lat: 38.245694,  Lng: -121.287811),  Route carried "on" structure: State highway 99,  Year Built: 1955,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 5.21m (17.09ft),  Average Daily Traffic: 29,500 (year 2009),  Truck Traffic: 15%,  Average Future Daily Traffic: 54,299 (year 2040),  Design Load: HS 20,  Features Intersected: NORTH CHANNEL DRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.130,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 7.1m (23.3ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 52.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: January 2022,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 24 0045,  Location: 03-SAC-099-4.98 (Lat: 38.310872,  Lng: -121.321119),  Route carried "on" structure: State highway 99,  Year Built: 1958,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 31,500 (year 2009),  Truck Traffic: 18%,  Average Future Daily Traffic: 55,865 (year 2040),  Design Load: HS 20,  Features Intersected: LAGOON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.980,  Lanes on structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 32 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 34.1m (111.9ft),  Out-to-Out Width: 35.7m (117.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 24 0045L,  Location: 03-SAC-099-4.98 (Lat: 38.310886,  Lng: -121.321417),  Route carried "on" structure: State highway 99,  Year Built: 1928,  Year Reconstructed: 1958,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 31,500 (year 2009),  Truck Traffic: 18%,  Average Future Daily Traffic: 55,865 (year 2040),  Features Intersected: LAGOON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.980,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 35.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 21.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: 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: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 24 0046L,  Location: 03-SAC-099-6.54 (Lat: 38.332317,  Lng: -121.330628),  Route carried "on" structure: State highway 99,  Year Built: 1927,  Year Reconstructed: 1958,  Status: Open,  Structure Length: 1.91m (6.27ft),  Average Daily Traffic: 31,500 (year 2009),  Truck Traffic: 18%,  Average Future Daily Traffic: 55,865 (year 2040),  Features Intersected: WILLOW SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.540,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.7m (38.4ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to 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 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 24 0046R,  Location: 03-SAC-099-6.54 (Lat: 38.332386,  Lng: -121.330369),  Route carried "on" structure: State highway 99,  Year Built: 1958,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 31,500 (year 2009),  Truck Traffic: 18%,  Average Future Daily Traffic: 55,865 (year 2040),  Design Load: HS 20,  Features Intersected: WILLOW SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.540,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 49.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.8 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.92m (6.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 24 0130L,  Location: 03-SAC-051-3.63-SAC (Lat: 38.599853,  Lng: -121.440467),  Route carried "on" structure: State highway 51,  Year Built: 1954,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 8.46m (27.76ft),  Average Daily Traffic: 100,000 (year 2010),  Truck Traffic: 6%,  Average Future Daily Traffic: 124,513 (year 2039),  Design Load: HS 20,  Features Intersected: STATE ROUTE 160 NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.630,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 19.2m (63.0ft),  Out-to-Out Width: 20.0m (65.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 79.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.6 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

Find on map >>   Show street view

Structure Number: 24 0138,  Location: 03-SAC-099-1.57-GAL (Lat: 38.264297,  Lng: -121.300164),  Route carried "on" structure: City street ,  Year Built: 1958,  Status: Open,  Structure Length: 5.94m (19.49ft),  Average Daily Traffic: 1,400 (year 2003),  Truck Traffic: 2%,  Average Future Daily Traffic: 5,379 (year 2042),  Design Load: HS 20,  Features Intersected: STATE ROUTE 99,  Facility Carried by Structure: SIMMERHORN ROAD
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: 8.5m (27.9ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 18.0m (59.1ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 25.9 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: 20.1 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 24 0139,  Location: 03-SAC-099-1.62-GAL (Lat: 38.265067,  Lng: -121.300581),  Route carried "on" structure: City street ,  Year Built: 1958,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 1,700 (year 2003),  Truck Traffic: 2%,  Average Future Daily Traffic: 5,379 (year 2042),  Design Load: HS 20,  Features Intersected: STATE ROUTE 99,  Facility Carried by Structure: AMADOR 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: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.1 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: 30.1 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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 24 0144,  Location: 03-SAC-104-0.01 (Lat: 38.291042,  Lng: -121.312650),  Route carried "on" structure: State highway 104,  Year Built: 1958,  Status: Open,  Structure Length: 6.37m (20.90ft),  Average Daily Traffic: 8,000 (year 2010),  Truck Traffic: 6%,  Average Future Daily Traffic: 8,677 (year 2040),  Design Load: HS 20,  Features Intersected: STATE ROUTE 99
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 36.9 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: 28.5 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: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 24 0151,  Location: 03-SAC-099-6.01 (Lat: 38.324919,  Lng: -121.327497),  Route carried "on" structure: County highway ,  Year Built: 1958,  Status: Open,  Structure Length: 5.30m (17.39ft),  Average Daily Traffic: 840 (year 1998),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,362 (year 2044),  Design Load: HS 20,  Features Intersected: STATE ROUTE 99,  Facility Carried by Structure: ARNO ROAD
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: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 18.0m (59.1ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 32.1 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: 25.9 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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 24 037,  Location: 03-SAC-099-35.37 (Lat: 38.714217,  Lng: -121.540839),  Route carried "on" structure: County highway ,  Year Built: 2013,  Status: Open,  Structure Length: 8.29m (27.20ft),  Average Daily Traffic: 6,000 (year 2013),  Truck Traffic: 3%,  Average Future Daily Traffic: 8,189 (year 2041),  Design Load: HL 93,  Features Intersected: STATE ROUTE 99,  Facility Carried by Structure: WEST ELVERTA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.9m (68.6ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 41.4m (135.8ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 20.9m (68.6ft),  Out-to-Out Width: 25.5m (83.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  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: June 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 24 0378,  Location: 03-SAC-099-0.88-GAL (Lat: 38.255144,  Lng: -121.294558),  Route carried "on" structure: City street ,  Year Built: 2012,  Status: Open,  Structure Length: 6.15m (20.18ft),  Average Daily Traffic: 8,500 (year 2012),  Truck Traffic: 3%,  Average Future Daily Traffic: 9,182 (year 2040),  Design Load: HL 93,  Features Intersected: STATE ROUTE 99,  Facility Carried by Structure: A ST - CRYSTAL WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 27.0m (88.6ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.3m (102.7ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 27.0m (88.6ft),  Out-to-Out Width: 30.6m (100.4ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 24 0379,  Location: 03-SAC-099-0.80-GAL (Lat: 38.254267,  Lng: -121.293833),  Route carried "on" structure: City street ,  Year Built: 2012,  Status: Open,  Structure Length: 6.21m (20.37ft),  Average Daily Traffic: 5,000 (year 2012),  Truck Traffic: 3%,  Average Future Daily Traffic: 6,244 (year 2042),  Design Load: HL 93,  Features Intersected: STATE ROUTE 99,  Facility Carried by Structure: C ST - BOESSOW RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 27.6m (90.6ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.4m (103.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 27.6m (90.6ft),  Out-to-Out Width: 31.2m (102.4ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 24C0166,  Location: 2.3 MI W CHRISTENSEN RD (Lat: 38.290744,  Lng: -121.381939),  Route carried "on" structure: County highway ,  Year Built: 1983,  Status: Open,  Structure Length: 13.78m (45.21ft),  Average Daily Traffic: 4,223 (year 2009),  Truck Traffic: 10%,  Average Future Daily Traffic: 5,183 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: COSUMNES RIVER OVERFLOW,  Facility Carried by Structure: TWIN CITIES RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 15,  Length of Maximum Span: 9.1m (29.9ft),  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: 61.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.9 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 24C018,  Location: 2.1 MI W CHRISTENSEN RD (Lat: 38.290756,  Lng: -121.377414),  Route carried "on" structure: County highway ,  Year Built: 1983,  Status: Open,  Structure Length: 13.78m (45.21ft),  Average Daily Traffic: 4,286 (year 2009),  Truck Traffic: 10%,  Average Future Daily Traffic: 5,271 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: LAGUNA CREEK,  Facility Carried by Structure: TWIN CITIES RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 15,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 61.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.9 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 24C0182,  Location: 2.75 MI W CHRISTENSEN RD (Lat: 38.290697,  Lng: -121.387822),  Route carried "on" structure: County highway ,  Year Built: 1983,  Status: Open,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 4,285 (year 2009),  Truck Traffic: 10%,  Average Future Daily Traffic: 5,271 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: COSUMNES RIVER OVERFLOW,  Facility Carried by Structure: TWIN CITIES RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 61.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.9 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 24C0263,  Location: 0.9 MI S TWIN CITIES RD (Lat: 38.278422,  Lng: -121.337328),  Route carried "on" structure: County highway ,  Year Built: 1986,  Status: Open,  Structure Length: 2.36m (7.74ft),  Average Daily Traffic: 602 (year 2009),  Truck Traffic: 10%,  Average Future Daily Traffic: 772 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: DEADMAN GULCH,  Facility Carried by Structure: CHRISTENSEN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 34.0 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: 26.2 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: 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 24C0433,  Location: 0.5 MI S TWIN CITIES RD (Lat: 38.282447,  Lng: -121.282558),  Route carried "on" structure: County highway ,  Year Built: 1990,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 6,560 (year 2007),  Truck Traffic: 3%,  Average Future Daily Traffic: 8,337 (year 2042),  Features Intersected: DEADMAN GULCH,  Facility Carried by Structure: MARENGO RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2020

Find on map >>   Show street view

Structure Number: 24C0515,  Location: 1.8 MI. S OF ARNO ROAD (Lat: 38.298667,  Lng: -121.301186),  Route carried "on" structure: County highway ,  Year Built: 1998,  Status: Open,  Structure Length: 2.40m (7.87ft),  Average Daily Traffic: 804 (year 2009),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,003 (year 2038),  Features Intersected: SKUNK CREEK,  Facility Carried by Structure: MCKENZIE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.0m (26.2ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very 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: Equal to 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: October 2018,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 24C0574,  Location: 0.9 MI SOUTH OF ARNO RD (Lat: 38.311806,  Lng: -121.301250),  Route carried "on" structure: County highway ,  Year Built: 2019,  Status: Open,  Structure Length: 6.75m (22.15ft),  Average Daily Traffic: 1,298 (year 2017),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,530 (year 2042),  Design Load: HL 93,  Features Intersected: LAGUNA CREEK,  Facility Carried by Structure: MCKENZIE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: 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: Equal to 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: October 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 24C0588,  Location: 0.1 MI S OF WALNUT AVE (Lat: 38.277492,  Lng: -121.291819),  Route carried "on" structure: Business City street ,  Year Built: 1992,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 3,000 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,280 (year 2040),  Features Intersected: DEADMAN GULCH N BRANCH,  Facility Carried by Structure: CARILLION BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.3m (56.8ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft)

Condition: Superstructure: Good,  Substructure: Good,  Channel: Very 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020

Find on map >>   Show street view

Structure Number: 24C0589,  Location: 350 FT S OF WALNUT AVE (Lat: 38.279550,  Lng: -121.288244),  Route carried "on" structure: Business City street ,  Year Built: 2002,  Status: Open,  Structure Length: 0.92m (3.02ft),  Average Daily Traffic: 1,000 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,391 (year 2040),  Features Intersected: DEADMAN GULCH N BRANCH,  Facility Carried by Structure: ELK HILLS DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.1m (46.3ft),  Material/Design: Steel,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.2m (30.2ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 2.3m (7.5ft)

Condition: Superstructure: Good,  Substructure: Good,  Channel: Very 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020

Find on map >>   Show street view

Structure Number: 24C0592,  Location: 50 FT S OF WINN DR (Lat: 38.276558,  Lng: -121.302489),  Route carried "on" structure: Business City street ,  Year Built: 1986,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 1,000 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,361 (year 2039),  Design Load: HS 20,  Features Intersected: DEADMAN GULCH N BRANCH,  Facility Carried by Structure: EMERALD VISTA DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 49.6 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: 38.2 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2018,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 24C0594,  Location: 0.1 MI N OF RACHEL DRIVE (Lat: 38.276725,  Lng: -121.300325),  Route carried "on" structure: Business City street ,  Year Built: 1994,  Status: Open,  Structure Length: 1.53m (5.02ft),  Average Daily Traffic: 1,000 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,391 (year 2040),  Features Intersected: DEADMAN GULCH N BRANCH,  Facility Carried by Structure: VINTAGE OAK AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.2m (46.6ft),  Material/Design: Aluminum, Iron,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Very good,  Culverts: Poor,  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: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.53m (5.02ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $221,000,  Roadway Improvement Cost: $44,000,  Total Project Cost: $372,000 ( Estimate for 2017)

Find on map >>   Show street view

Structure Number: 29 0077L,  Location: 10-SJ-099-38.51 (Lat: 38.242103,  Lng: -121.285822),  Route carried "on" structure: State highway 99,  Year Built: 1938,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 25.54m (83.79ft),  Average Daily Traffic: 29,500 (year 2014),  Truck Traffic: 13%,  Average Future Daily Traffic: 45,632 (year 2042),  Design Load: HS 20,  Features Intersected: SOUTH CHANNEL DRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.510,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 41,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 29 0077R,  Location: 10-SJ-099-38.51 (Lat: 38.242200,  Lng: -121.285617),  Route carried "on" structure: State highway 99,  Year Built: 1955,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 25.15m (82.51ft),  Average Daily Traffic: 29,500 (year 2014),  Truck Traffic: 13%,  Average Future Daily Traffic: 45,632 (year 2042),  Design Load: H 20,  Features Intersected: SOUTH CHANNEL DRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.510,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 39,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 54.1 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,  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 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 29C0393,  Location: LWER SAC RD SAC/SJ CO LN (Lat: 38.237908,  Lng: -121.293303),  Route carried "on" structure: City street ,  Year Built: 1958,  Status: Open,  Structure Length: 24.31m (79.76ft),  Average Daily Traffic: 6,877 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 11,602 (year 2040),  Design Load: HS 20,  Features Intersected: DRY CREEK,  Facility Carried by Structure: LINCOLN WAY
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: 11.0m (36.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 27,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Poor,  Operating Rating: 57.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 24 006,  Location: 03-SAC-099-1.61-GAL (Lat: 38.264878,  Lng: -121.300481),  Route carried "under" structure: State highway 99,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 59,000 (year 2009),  Truck Traffic: 15%,  Features Intersected: STATE ROUTE 99,  Facility Carried by Structure: UP RR SPUR
Minimum Vertical Clearance: 4.64m (15.22ft),  Kilometerpoint: 1.610,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.6m (61.0ft)

Find on map >>   Show street view

Structure Number: 24 0138,  Location: 03-SAC-099-1.57-GAL (Lat: 38.264297,  Lng: -121.300164),  Route carried "under" structure: State highway 99,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 59,000 (year 2009),  Truck Traffic: 15%,  Features Intersected: STATE ROUTE 99,  Facility Carried by Structure: SIMMERHORN ROAD
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 1.570,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 18.0m (59.1ft)

Find on map >>   Show street view

Structure Number: 24 0139,  Location: 03-SAC-099-1.62-GAL (Lat: 38.265067,  Lng: -121.300581),  Route carried "under" structure: State highway 99,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 59,000 (year 2009),  Truck Traffic: 15%,  Features Intersected: STATE ROUTE 99,  Facility Carried by Structure: AMADOR AVE
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 1.620,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 18.3m (60.0ft)

Find on map >>   Show street view

Structure Number: 24 0144,  Location: 03-SAC-104-0.01 (Lat: 38.291042,  Lng: -121.312650),  Route carried "under" structure: State highway 99,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 61,000 (year 2010),  Truck Traffic: 18%,  Features Intersected: STATE ROUTE 99,  Facility Carried by Structure: STATE ROUTE 104
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 3.530,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 19.8m (65.0ft)

Find on map >>   Show street view

Structure Number: 24 0151,  Location: 03-SAC-099-6.01 (Lat: 38.324919,  Lng: -121.327497),  Route carried "under" structure: State highway 99,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 63,000 (year 2009),  Truck Traffic: 18%,  Features Intersected: STATE ROUTE 99,  Facility Carried by Structure: ARNO ROAD
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 6.010,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 18.0m (59.1ft)

Find on map >>   Show street view

Structure Number: 24 0378,  Location: 03-SAC-099-0.88-GAL (Lat: 38.255144,  Lng: -121.294558),  Route carried "under" structure: State highway 99,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 59,000 (year 2009),  Truck Traffic: 15%,  Features Intersected: STATE ROUTE 99,  Facility Carried by Structure: A ST - CRYSTAL WAY
Minimum Vertical Clearance: 5.58m (18.31ft),  Kilometerpoint: 0.880,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 31.3m (102.7ft)

Find on map >>   Show street view

Structure Number: 24 0379,  Location: 03-SAC-099-0.80-GAL (Lat: 38.254267,  Lng: -121.293833),  Route carried "under" structure: State highway 99,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 59,000 (year 2009),  Truck Traffic: 15%,  Features Intersected: STATE ROUTE 99,  Facility Carried by Structure: C ST - BOESSOW RD
Minimum Vertical Clearance: 5.63m (18.47ft),  Kilometerpoint: 0.800,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 31.4m (103.0ft)