Jump to a detailed profile or search site with Google Custom Search

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


  • National Bridge Inventory (NBI) Statistics
  • 46Number of bridges
  • 886ft / 270mTotal length
  • 1,338,038Total average daily traffic
  • 120,557Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Davis
  • No street view available for this location

New bridges in Davis, CA - historical statistics
  • New bridges - historical statistics
  • 11910-1919
  • 21920-1929
  • 21930-1939
  • 11940-1949
  • 21950-1959
  • 81960-1969
  • 151970-1979
  • 81990-1999
  • 62000-2009
  • 12020-2022
Reconstructed bridges in Davis, CA - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 11970-1979
  • 21980-1989
  • 21990-1999
  • 12000-2009
Average Bridge Daily Traffic in Davis, CA
Average Bridge Truck Traffic in Davis, CA
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 70.0%Good
  • 10.0%Satisfactory
  • 20.0%Fair
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 83.3%Good
  • 3.3%Satisfactory
  • 13.3%Fair
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 83.3%Good
  • 3.3%Satisfactory
  • 13.3%Fair
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 4.8%Excellent
  • 33.3%Very good
  • 33.3%Good
  • 23.8%Satisfactory
  • 4.8%Fair
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 50.0%Good
  • 50.0%Satisfactory
Find on map >>   Show street view

Structure Number: 22 0006L,  Location: 03-YOL-113-R4.95 (Lat: 38.602508,  Lng: -121.767161),  Route carried "on" structure: State highway 113,  Year Built: 1976,  Status: Open,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 12,300 (year 2016),  Average Future Daily Traffic: 21,250 (year 2040),  Design Load: HS 20,  Features Intersected: WILLOW SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.950,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.5m (67.3ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 55.1 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: 42.4 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: 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: August 2020,  Deck Structure Type: Concrete Cast-file-Place
Find on map >>   Show street view

Structure Number: 22 0006R,  Location: 03-YOL-113-R4.95 (Lat: 38.602394,  Lng: -121.766817),  Route carried "on" structure: State highway 113,  Year Built: 1976,  Status: Open,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 12,300 (year 2016),  Average Future Daily Traffic: 21,250 (year 2040),  Design Load: HS 20,  Features Intersected: WILLOW SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.950,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.5m (67.3ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 55.1 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: 42.4 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: 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: August 2020,  Deck Structure Type: Concrete Cast-file-Place
Find on map >>   Show street view

Structure Number: 22 004,  Location: 03-YOL-113-22.02 (Lat: 38.802103,  Lng: -121.719825),  Route carried "on" structure: State highway 113,  Year Built: 1933,  Status: Open,  Structure Length: 11.80m (38.71ft),  Average Daily Traffic: 8,300 (year 2016),  Average Future Daily Traffic: 12,500 (year 2040),  Design Load: H 20,  Features Intersected: SACRAMENTO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.020,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Navigation Control: Yes ( Vertical Clearance: 1.0m (3.3ft), Horizontal Clearance: 48.8m (160.1ft)),  Material/Design: Steel,  Design/Construction: Movable - Bascule,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 7,  Length of Maximum Span: 64.0m (210.0ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 46.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2020,  Critical Feature Inspection Date: May 2021,  Underwater Inspection Date: December 2019,  Deck Structure Type: Open Grating
Find on map >>   Show street view

Structure Number: 22 0042,  Location: 03-YOL-080-2.68-DVS (Lat: 38.552903,  Lng: -121.694517),  Route carried "on" structure: City street ,  Year Built: 1960,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 7.89m (25.89ft),  Average Daily Traffic: 10,000 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 13,500 (year 2040),  Design Load: HS 20,  Features Intersected: INTERSTATE 80,  Facility Carried by Structure: MACE BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 27.3m (89.6ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.9m (98.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 27.3m (89.6ft),  Out-to-Out Width: 29.6m (97.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 37.3 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: 28.8 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: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.89m (25.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Find on map >>   Show street view

Structure Number: 22 0043,  Location: 03-YOL-080-5.78 (Lat: 38.563225,  Lng: -121.638819),  Route carried "on" structure: Interstate 80,  Year Built: 1962,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 135,000 (year 2015),  Truck Traffic: 9%,  Average Future Daily Traffic: 207,000 (year 2040),  Design Load: HS 20,  Features Intersected: COUNTY ROAD 32
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.780,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 39.9m (130.9ft),  Skew: 31 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 39.3m (128.9ft),  Out-to-Out Width: 41.0m (134.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 35.0 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: 24.9 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: 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: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >>   Show street view

Structure Number: 22 0044,  Location: 03-YOL-080-5.81 (Lat: 38.563292,  Lng: -121.638469),  Route carried "on" structure: Interstate 80,  Year Built: 1962,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 87.78m (287.99ft),  Average Daily Traffic: 135,000 (year 2015),  Truck Traffic: 9%,  Average Future Daily Traffic: 212,000 (year 2040),  Design Load: HS 20,  Features Intersected: YOLO CAUSEWAY WEST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.810,  Lanes on structure: 6,  Base Highway Network: Yes (,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 35.7m (117.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 72,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 3.7m (12.1ft),  Right: 0.0m,  Curb-To-Curb Width: 35.1m (115.2ft),  Out-to-Out Width: 40.7m (133.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 62.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.3 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: Equal to present desirable criteria,  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
Find on map >>   Show street view

Structure Number: 22 0071,  Location: 03-YOL-113-R1.08-DVS (Lat: 38.546272,  Lng: -121.768503),  Route carried "on" structure: City street ,  Year Built: 1976,  Status: Open,  Structure Length: 6.72m (22.05ft),  Average Daily Traffic: 15,000 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 21,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 113,  Facility Carried by Structure: RUSSELL BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.0m (118.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 3.7m (12.1ft),  Curb-To-Curb Width: 22.9m (75.1ft),  Out-to-Out Width: 30.9m (101.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 59.3 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: 41.8 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: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  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
Find on map >>   Show street view

Structure Number: 22 0077,  Location: 03-YOL-080-0.24-DVS (Lat: 38.540044,  Lng: -121.736169),  Route carried "on" structure: City street ,  Year Built: 1994,  Status: Open,  Structure Length: 8.62m (28.28ft),  Average Daily Traffic: 16,500 (year 2015),  Truck Traffic: 20%,  Average Future Daily Traffic: 22,525 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 80,  Facility Carried by Structure: RICHARDS BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.240,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 49.6m (162.7ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 20.5m (67.3ft),  Out-to-Out Width: 22.8m (74.8ft)

Condition: Deck: Good,  Superstructure: 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: 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: Integral Concrete
Find on map >>   Show street view

Structure Number: 22 0121,  Location: 03-YOL-113-R4.10 (Lat: 38.590169,  Lng: -121.767539),  Route carried "on" structure: County highway ,  Year Built: 1976,  Status: Open,  Structure Length: 7.65m (25.10ft),  Average Daily Traffic: 7,000 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 9,500 (year 2040),  Design Load: HS 20,  Features Intersected: STATE ROUTE 113,  Facility Carried by Structure: COUNTY ROAD 29
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: 13.1m (43.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 41.9m (137.5ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 65.4 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: 47.3 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place
Find on map >>   Show street view

Structure Number: 22 017,  Location: 03-YOL-005-R21.07 (Lat: 38.833344,  Lng: -121.918917),  Route carried "on" structure: Interstate 5,  Year Built: 1968,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 22,400 (year 2014),  Truck Traffic: 32%,  Average Future Daily Traffic: 35,727 (year 2042),  Features Intersected: BRANCH BRETONA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.070,  Lanes on structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 42.1m (138.1ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Satisfactory,  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 minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022
Find on map >>   Show street view

Structure Number: 22 0186,  Location: 03-YOL-113-R2.33 (Lat: 38.564444,  Lng: -121.767586),  Route carried "on" structure: State highway 113,  Year Built: 1976,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 32,500 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 58,000 (year 2040),  Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.330,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 42.1m (138.1ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020
Find on map >>   Show street view

Structure Number: 22 0192,  Location: 03-YOL-113-R9.61-WD (Lat: 38.668178,  Lng: -121.751600),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 5.78m (18.96ft),  Average Daily Traffic: 5,000 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 7,500 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 113,  Facility Carried by Structure: EAST GUM AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.9m (94.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Good,  Superstructure: 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: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2018,  Deck Structure Type: Concrete Cast-file-Place
Find on map >>   Show street view

Structure Number: 22 0193,  Location: 03-YOL-080-0.89-DVS (Lat: 38.547325,  Lng: -121.726511),  Route carried "on" structure: City street ,  Year Built: 1996,  Status: Open,  Structure Length: 24.79m (81.33ft),  Average Daily Traffic: 2,000 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 80,  Facility Carried by Structure: POLE LINE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 39.6m (129.9ft),  Curb or Sidewalk Widths: Left: 6.1m (20.0ft),  Right: 0.0m,  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 23.4m (76.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  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,  Underclear: High priority of corrective action,  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
Find on map >>   Show street view

Structure Number: 22 0194,  Location: 03-YOL-080-0.01-DVS (Lat: 38.537736,  Lng: -121.738792),  Route carried "on" structure: Interstate 80,  Year Built: 2001,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 128,000 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 199,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: BIKE & PEDESTRIAN TUNNEL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 7,  Base Highway Network: Yes (,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 40.0m (131.2ft),  Skew: 31 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 44.5m (146.0ft),  Out-to-Out Width: 46.3m (151.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  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,  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: Integral Concrete
Find on map >>   Show street view

Structure Number: 22C0012,  Location: 2.1 MILE EAST OF CR 102 (Lat: 38.748536,  Lng: -121.694739),  Route carried "on" structure: County highway ,  Year Built: 2001,  Status: Open,  Structure Length: 17.40m (57.09ft),  Average Daily Traffic: 290 (year 1998),  Truck Traffic: 5%,  Average Future Daily Traffic: 536 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: KNIGHTS LANDING RIDGE CU,  Facility Carried by Structure: COUNTY ROAD 16
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.6m (34.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 21.8m (71.5ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: October 2021,  Underwater Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place
Find on map >>   Show street view

Structure Number: 22C0023,  Location: NORTH OF INTERSTATE 80 (Lat: 38.553256,  Lng: -121.694161),  Route carried "on" structure: City street ,  Year Built: 1960,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 25,104 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 29,115 (year 2044),  Design Load: HS 20,  Features Intersected: UP,BNSF,AMTRAK,BIKE PATH,  Facility Carried by Structure: MACE BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 30.5m (100.1ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.2m (76.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 30.0m (98.4ft),  Out-to-Out Width: 37.7m (123.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 36.0 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: 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: 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
Find on map >>   Show street view

Structure Number: 22C0026,  Location: JUST N OF CO ROAD #29 (Lat: 38.590050,  Lng: -121.803017),  Route carried "on" structure: County highway ,  Year Built: 1959,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 2.59m (8.50ft),  Average Daily Traffic: 6,160 (year 2009),  Truck Traffic: 10%,  Average Future Daily Traffic: 7,779 (year 2037),  Design Load: HS 20,  Features Intersected: DRY SLOUGH,  Facility Carried by Structure: COUNTY ROAD 98
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: 15.5m (50.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 15.3m (50.2ft),  Out-to-Out Width: 15.7m (51.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 60.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.6 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2019,  Deck Structure Type: Concrete Cast-file-Place
Find on map >>   Show street view

Structure Number: 22C0038,  Location: 1 MI N C.R. #29 (Lat: 38.604681,  Lng: -121.785336),  Route carried "on" structure: County highway ,  Year Built: 1975,  Status: Open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 2,830 (year 2009),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,715 (year 2043),  Design Load: HS 20,  Features Intersected: WILLOW SLOUGH,  Facility Carried by Structure: COUNTY ROAD 99
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 91.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place
Find on map >>   Show street view

Structure Number: 22C0072,  Location: 1.3 MI EAST OF ROUTE 113 (Lat: 38.560581,  Lng: -121.743156),  Route carried "on" structure: City street ,  Year Built: 1973,  Status: Open,  Structure Length: 5.32m (17.45ft),  Average Daily Traffic: 21,998 (year 2008),  Truck Traffic: 3%,  Average Future Daily Traffic: 28,841 (year 2044),  Design Load: HS 20+Mod,  Features Intersected: PS RR & BIKE PATH,  Facility Carried by Structure: COVELL BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.5m (64.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.7m (12.1ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 24.1m (79.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 62.2 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: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 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: 22C0076,  Location: JUST NORTH OF CR #29 (Lat: 38.590039,  Lng: -121.730222),  Route carried "on" structure: County highway ,  Year Built: 1997,  Status: Open,  Structure Length: 6.69m (21.95ft),  Average Daily Traffic: 8,046 (year 2010),  Truck Traffic: 3%,  Average Future Daily Traffic: 15,924 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: WILLOW SLOUGH BYPASS,  Facility Carried by Structure: COUNTY ROAD 102
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: 16.0m (52.5ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 16.3m (53.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 36.3 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: 25.3 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: 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: January 2022,  Deck Structure Type: Concrete Cast-file-Place
Find on map >>   Show street view

Structure Number: 22C008,  Location: 0.2 MI WEST OF C.R. #96 (Lat: 38.561517,  Lng: -121.846369),  Route carried "on" structure: County highway ,  Year Built: 1959,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 2.10m (6.89ft),  Average Daily Traffic: 5,083 (year 2012),  Truck Traffic: 7%,  Average Future Daily Traffic: 6,244 (year 2043),  Design Load: HS 20,  Features Intersected: DRY SLOUGH,  Facility Carried by Structure: COUNTY ROAD 31
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: 3,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 48.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.5 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: 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: Bituminous
Find on map >>   Show street view

Structure Number: 22C0085,  Location: 0.1 MI E OF C.R. #103 (Lat: 38.538947,  Lng: -121.711831),  Route carried "on" structure: County highway ,  Year Built: 1921,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 1,815 (year 2014),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,614 (year 2041),  Features Intersected: BRANCH PUTAH CREEK,  Facility Carried by Structure: MONTGOMERY AVENUE
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: 8.0m (26.2ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.7m (48.2ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 24.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 14.9 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  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: 22C0117,  Location: 0.77 MI W OF C.R. #98 (Lat: 38.590686,  Lng: -121.816017),  Route carried "on" structure: County highway ,  Year Built: 1930,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 645 (year 2009),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,093 (year 2043),  Features Intersected: DRY SLOUGH,  Facility Carried by Structure: COUNTY ROAD 29
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),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.0m (23.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 24.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 14.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >>   Show street view

Structure Number: 22C0127,  Location: 0.45 MI N OF C.R. #31 (Lat: 38.567847,  Lng: -121.840275),  Route carried "on" structure: County highway ,  Year Built: 1929,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 216 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 132 (year 2043),  Features Intersected: DRY SLOUGH,  Facility Carried by Structure: C.R. #96
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),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 6.4m (21.0ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 25.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 15.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: 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: Bituminous
Find on map >>   Show street view

Structure Number: 22C0128,  Location: 0.34 MI N OF C.R.29 (Lat: 38.595150,  Lng: -121.785533),  Route carried "on" structure: County highway ,  Year Built: 1975,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 2,830 (year 2009),  Truck Traffic: 10%,  Average Future Daily Traffic: 4,246 (year 2043),  Design Load: HS 20,  Features Intersected: DRY SLOUGH,  Facility Carried by Structure: C.R. 99
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Very good,  Operating Rating: 92.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.7 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: Better than present minimum criteria,  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
Find on map >>   Show street view

Structure Number: 22C0146,  Location: JUST NORTH OF C.R. # 29 (Lat: 38.589619,  Lng: -121.674833),  Route carried "on" structure: County highway ,  Year Built: 1976,  Status: Open,  Structure Length: 10.05m (32.97ft),  Average Daily Traffic: 700 (year 2014),  Truck Traffic: 25%,  Average Future Daily Traffic: 1,345 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: WILLOW SLOUGH BYPASS,  Facility Carried by Structure: COUNTY ROAD #105
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 continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 9.7m (31.8ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 94.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place
Find on map >>   Show street view

Structure Number: 22C0163,  Location: .2 MI SW OF RICHARD'S EX (Lat: 38.537378,  Lng: -121.738142),  Route carried "on" structure: City street ,  Year Built: 2000,  Status: Open,  Structure Length: 1.73m (5.68ft),  Average Daily Traffic: 115 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 322 (year 2044),  Design Load: HS 20+Mod,  Features Intersected: BIKE & PEDESTRIAN PATH,  Facility Carried by Structure: WEST CHILES ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.6m (31.5ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.6m (54.5ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Good,  Superstructure: 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place
Find on map >>   Show street view

Structure Number: 22I0001,  Location: 100 FT S HUTCHISON DR (Lat: 38.539525,  Lng: -121.745528),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 5,330 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,379 (year 2042),  Features Intersected: PUTAH CREEK,  Facility Carried by Structure: OLD DAVIS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Agenciy,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 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: 1.7m (5.6ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 20.3m (66.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 35.6 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: Meets minimum limits,  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: 22I0002,  Location: 30 FT N ARBORENTUM DR (Lat: 38.535686,  Lng: -121.748664),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 1,690 (year 2011),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,133 (year 2042),  Features Intersected: PUTAH CREEK,  Facility Carried by Structure: MRAK HALL DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Agenciy,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 15.6m (51.2ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Very good,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 21.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >>   Show street view

Structure Number: 22I0004,  Location: 30 FT N ARBORETUM DR (Lat: 38.533964,  Lng: -121.752022),  Route carried "on" structure: City street ,  Year Built: 2020,  Status: Open,  Structure Length: 3.08m (10.10ft),  Average Daily Traffic: 5,810 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 13,450 (year 2042),  Design Load: HL 93,  Features Intersected: PUTAH CREEK,  Facility Carried by Structure: LA RUE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Agenciy,  Approaching Roadway Width: 12.1m (39.7ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.6m (97.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 16.9m (55.4ft)

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: Somewhat better than minimum adequacy,  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
Find on map >>   Show street view

Structure Number: 23C0026,  Location: 1.7 MI N TREMONT RD (Lat: 38.517969,  Lng: -121.695178),  Route carried "on" structure: County highway ,  Year Built: 1949,  Status: Open,  Structure Length: 14.72m (48.29ft),  Average Daily Traffic: 1,279 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,381 (year 2041),  Design Load: HS 20,  Features Intersected: SOUTH FORK PUTAH CREEK,  Facility Carried by Structure: MACE BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 16,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  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
Find on map >>   Show street view

Structure Number: 23C0033,  Location: SOLANO-YOLO CO LINE (Lat: 38.526333,  Lng: -121.803406),  Route carried "on" structure: County highway ,  Year Built: 1974,  Status: Open,  Structure Length: 9.88m (32.41ft),  Average Daily Traffic: 3,394 (year 2011),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,070 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: PUTAH CREEK,  Facility Carried by Structure: PEDRICK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 48.8m (160.1ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 74.2 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: Equal to 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: March 2021,  Deck Structure Type: Concrete Cast-file-Place
Find on map >>   Show street view

Structure Number: 22 0042,  Location: 03-YOL-080-2.68-DVS (Lat: 38.552903,  Lng: -121.694517),  Route carried "under" structure: Interstate 80,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 132,000 (year 2015),  Truck Traffic: 10%,  Features Intersected: INTERSTATE 80,  Facility Carried by Structure: MACE BLVD
Minimum Vertical Clearance: 4.83m (15.85ft),  Kilometerpoint: 2.680,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.9m (98.1ft)

Find on map >>   Show street view

Structure Number: 22 0071,  Location: 03-YOL-113-R1.08-DVS (Lat: 38.546272,  Lng: -121.768503),  Route carried "under" structure: State highway 113,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 37,500 (year 2016),  Truck Traffic: 5%,  Features Intersected: STATE ROUTE 113,  Facility Carried by Structure: RUSSELL BLVD
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 1.080,  Lanes on structure: 5,  Lanes under structure: 5,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 36.0m (118.1ft)

Find on map >>   Show street view

Structure Number: 22 0077,  Location: 03-YOL-080-0.24-DVS (Lat: 38.540044,  Lng: -121.736169),  Route carried "under" structure: Interstate 80,  Year Built: 1994,  Structure Length: 0. m,  Average Daily Traffic: 128,000 (year 2015),  Truck Traffic: 10%,  Features Intersected: INTERSTATE 80,  Facility Carried by Structure: RICHARDS BLVD
Minimum Vertical Clearance: 5.68m (18.64ft),  Kilometerpoint: 0.240,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 49.6m (162.7ft)

Find on map >>   Show street view

Structure Number: 22 012,  Location: 03-YOL-113-R2.08-DVS (Lat: 38.560783,  Lng: -121.768186),  Route carried "under" structure: State highway 113,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 32,500 (year 2016),  Truck Traffic: 6%,  Features Intersected: STATE ROUTE 113,  Facility Carried by Structure: WEST COVELL BLVD
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 2.080,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 31.0m (101.7ft)

Find on map >>   Show street view

Structure Number: 22 0121,  Location: 03-YOL-113-R4.10 (Lat: 38.590169,  Lng: -121.767539),  Route carried "under" structure: State highway 113,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 24,600 (year 2016),  Truck Traffic: 13%,  Features Intersected: STATE ROUTE 113,  Facility Carried by Structure: COUNTY ROAD 29
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 4.100,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 41.9m (137.5ft)

Find on map >>   Show street view

Structure Number: 22 0179,  Location: 03-YOL-113-R1.75-DVS (Lat: 38.556075,  Lng: -121.768267),  Route carried "under" structure: State highway 113,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 32,500 (year 2016),  Truck Traffic: 6%,  Features Intersected: STATE ROUTE 113,  Facility Carried by Structure: PEDESTRIAN WALKWAY
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 1.750,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 34.6m (113.5ft)

Find on map >>   Show street view

Structure Number: 22 0193,  Location: 03-YOL-080-0.89-DVS (Lat: 38.547325,  Lng: -121.726511),  Route carried "under" structure: Interstate 80,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 128,000 (year 2010),  Truck Traffic: 10%,  Features Intersected: INTERSTATE 80,  Facility Carried by Structure: POLE LINE ROAD
Minimum Vertical Clearance: 8.22m (26.97ft),  Kilometerpoint: 0.890,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 39.6m (129.9ft)

Find on map >>   Show street view

Structure Number: 22 0193,  Location: 03-YOL-080-0.89-DVS (Lat: 38.547325,  Lng: -121.726511),  Route carried "under" structure: City street ,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2015),  Truck Traffic: 8%,  Features Intersected: INTERSTATE 80,  Facility Carried by Structure: POLE LINE ROAD
Minimum Vertical Clearance: 7.34m (24.08ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 39.6m (129.9ft)

Find on map >>   Show street view

Structure Number: 22 0193,  Location: 03-YOL-080-0.89-DVS (Lat: 38.547325,  Lng: -121.726511),  Route carried "under" structure: City street ,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2015),  Truck Traffic: 2%,  Features Intersected: INTERSTATE 80,  Facility Carried by Structure: POLE LINE ROAD
Minimum Vertical Clearance: 7.21m (23.65ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 39.6m (129.9ft)

Find on map >>   Show street view

Structure Number: 22 0196,  Location: 03-YOL-080-2.00-DVS (Lat: 38.551453,  Lng: -121.708322),  Route carried "under" structure: Interstate 80,  Year Built: 2002,  Structure Length: 0. m,  Average Daily Traffic: 122,000 (year 2010),  Truck Traffic: 10%,  Features Intersected: INTERSTATE 80,  Facility Carried by Structure: BIKE & PEDESTRIAN
Minimum Vertical Clearance: 6.47m (21.23ft),  Kilometerpoint: 2.000,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 40.5m (132.9ft)

Find on map >>   Show street view

Structure Number: 22 0196,  Location: 03-YOL-080-2.00-DVS (Lat: 38.551453,  Lng: -121.708322),  Route carried "under" structure: Business City street ,  Year Built: 2002,  Structure Length: 0. m,  Average Daily Traffic: 6,000 (year 2010),  Truck Traffic: 3%,  Features Intersected: INTERSTATE 80,  Facility Carried by Structure: BIKE & PEDESTRIAN
Minimum Vertical Clearance: 7.01m (23.00ft),  Kilometerpoint: 0.000,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 40.5m (132.9ft)

Find on map >>   Show street view

Structure Number: 22 0196,  Location: 03-YOL-080-2.00-DVS (Lat: 38.551453,  Lng: -121.708322),  Route carried "under" structure: Business City street ,  Year Built: 2002,  Structure Length: 0. m,  Average Daily Traffic: 6,000 (year 2010),  Truck Traffic: 3%,  Features Intersected: INTERSTATE 80,  Facility Carried by Structure: BIKE & PEDESTRIAN
Minimum Vertical Clearance: 5.59m (18.34ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 40.5m (132.9ft)

Find on map >>   Show street view

Structure Number: 22C0017,  Location: 0.1 MI S. OF 1ST STREET (Lat: 38.541356,  Lng: -121.739639),  Route carried "under" structure: City street ,  Year Built: 1916,  Structure Length: 0. m,  Average Daily Traffic: 24,972 (year 2006),  Truck Traffic: 2%,  Features Intersected: RICHARDS BOULEVARD,  Facility Carried by Structure: UP, BSNF, AMTRAK
Minimum Vertical Clearance: 4.11m (13.48ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 7.9m (25.9ft)

Find on map >>   Show street view

Structure Number: 22C0071,  Location: 0.25 MI WEST OF SP/UP RR (Lat: 38.560572,  Lng: -121.747750),  Route carried "under" structure: City street ,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 19,331 (year 2009),  Truck Traffic: 5%,  Features Intersected: COVELL BOULEVARD,  Facility Carried by Structure: PEDESTRIAN & BIKE
Minimum Vertical Clearance: 4.29m (14.07ft),  Kilometerpoint: 0.000,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 24.7m (81.0ft)

Discuss Davis, California (CA) on our hugely popular California forum.


City-data.com does not guarantee the accuracy or timeliness of any information on this site.  Use at your own risk.
Some parts © 2024 Advameg, Inc.