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

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Structure Number: 22 0025L,  Location: 03-YOL-005-0.01 (Lat: 38.673158,  Lng: -121.620228),  Route carried "on" structure: Interstate 5,  Year Built: 1969,  Status: Open,  Structure Length: 110.64m (362.99ft),  Average Daily Traffic: 25,500 (year 2015),  Truck Traffic: 20%,  Average Future Daily Traffic: 43,255 (year 2041),  Design Load: HS 20,  Features Intersected: SACRAMENTO RIV (ELKHORN)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 9 degrees,  Navigation Control: Yes ( Vertical Clearance: 16.8m (55.1ft), Horizontal Clearance: 53.3m (174.9ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 17,  Length of Maximum Span: 86.9m (285.1ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 84.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 36.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: 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,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: Febuary 2021,  Critical Feature Inspection Date: May 2021,  Underwater Inspection Date: July 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 22 0025R,  Location: 03-YOL-005-0.01 (Lat: 38.673428,  Lng: -121.620228),  Route carried "on" structure: Interstate 5,  Year Built: 1969,  Status: Open,  Structure Length: 110.64m (362.99ft),  Average Daily Traffic: 25,500 (year 2015),  Truck Traffic: 20%,  Average Future Daily Traffic: 43,255 (year 2041),  Design Load: HS 20,  Features Intersected: SACRAMENTO RIV (ELKHORN)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 9 degrees,  Navigation Control: Yes ( Vertical Clearance: 16.8m (55.1ft), Horizontal Clearance: 53.3m (174.9ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 17,  Length of Maximum Span: 86.9m (285.1ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 78.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 50.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: 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,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: Febuary 2021,  Critical Feature Inspection Date: May 2021,  Underwater Inspection Date: July 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 22 0038,  Location: 03-YOL-113-13.10 (Lat: 38.720286,  Lng: -121.764286),  Route carried "on" structure: State highway 113,  Year Built: 1960,  Status: Open,  Structure Length: 7.47m (24.51ft),  Average Daily Traffic: 3,700 (year 2016),  Truck Traffic: 7%,  Average Future Daily Traffic: 5,200 (year 2040),  Design Load: HS 20,  Features Intersected: CACHE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.100,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.8m (81.4ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 38.6 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: 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: 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: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 22 0062L,  Location: 03-YOL-113-R6.81 (Lat: 38.629400,  Lng: -121.764964),  Route carried "on" structure: State highway 113,  Year Built: 1990,  Status: Open,  Structure Length: 7.41m (24.31ft),  Average Daily Traffic: 10,750 (year 2016),  Truck Traffic: 14%,  Average Future Daily Traffic: 20,500 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CFNR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.810,  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: 5 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.3m (102.7ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.8m (42.0ft)

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: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 22 0062R,  Location: 03-YOL-113-R6.81 (Lat: 38.628900,  Lng: -121.764794),  Route carried "on" structure: State highway 113,  Year Built: 1990,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 10,750 (year 2016),  Truck Traffic: 14%,  Average Future Daily Traffic: 20,500 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CFNR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.810,  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: 5 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.1m (105.3ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.8m (42.0ft)

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: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 22 0122,  Location: 03-YOL-113-R6.11 (Lat: 38.619250,  Lng: -121.767039),  Route carried "on" structure: County highway ,  Year Built: 1990,  Status: Open,  Structure Length: 5.93m (19.46ft),  Average Daily Traffic: 5,000 (year 2016),  Truck Traffic: 15%,  Average Future Daily Traffic: 7,600 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 113,  Facility Carried by Structure: COUNTY ROAD 27
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: 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: 29.6m (97.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Fair,  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: 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

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Structure Number: 22 0124L,  Location: 03-YOL-005-0.84 (Lat: 38.673272,  Lng: -121.641897),  Route carried "on" structure: Interstate 5,  Year Built: 1969,  Status: Open,  Structure Length: 265.50m (871.06ft),  Average Daily Traffic: 25,500 (year 2015),  Truck Traffic: 20%,  Average Future Daily Traffic: 43,000 (year 2040),  Design Load: HS 20,  Features Intersected: YOLO BYPASS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.840,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 208,  Length of Maximum Span: 27.5m (90.2ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 22.0 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: 13.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: High priority of corrective action,  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: August 2021,  Underwater Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 22 0124R,  Location: 03-YOL-005-0.84 (Lat: 38.673536,  Lng: -121.641894),  Route carried "on" structure: Interstate 5,  Year Built: 1969,  Status: Open,  Structure Length: 265.50m (871.06ft),  Average Daily Traffic: 25,500 (year 2015),  Truck Traffic: 20%,  Average Future Daily Traffic: 43,000 (year 2040),  Design Load: HS 20,  Features Intersected: YOLO BYPASS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.840,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 208,  Length of Maximum Span: 27.5m (90.2ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 22.0 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: 13.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: High priority of corrective action,  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: August 2021,  Underwater Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 22 0127,  Location: 03-YOL-113-R7.66 (Lat: 38.640992,  Lng: -121.760342),  Route carried "on" structure: County highway ,  Year Built: 1990,  Status: Open,  Structure Length: 6.28m (20.60ft),  Average Daily Traffic: 1,500 (year 2016),  Truck Traffic: 15%,  Average Future Daily Traffic: 2,100 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 113,  Facility Carried by Structure: COUNTY ROAD 25A
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: 12.2m (40.0ft),  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-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.3m (43.6ft)

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: Better than 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

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Structure Number: 22 0128,  Location: 03-YOL-113-R9.22-WD (Lat: 38.662617,  Lng: -121.751936),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 6.52m (21.39ft),  Average Daily Traffic: 10,000 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 13,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 113,  Facility Carried by Structure: EAST GIBSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.2m (108.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 21.9m (71.9ft)

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: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 22 0130R,  Location: 03-YOL-113-R10.22 (Lat: 38.677014,  Lng: -121.750892),  Route carried "on" structure: State highway 113,  Year Built: 1973,  Status: Open,  Structure Length: 6.91m (22.67ft),  Average Daily Traffic: 3,250 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 6,100 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: YOLO SHORTLINE RR, MAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.220,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 41.0m (134.5ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.4 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: 47.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 22 0144,  Location: 03-YOL-005-5.53 (Lat: 38.673558,  Lng: -121.728508),  Route carried "on" structure: County highway ,  Year Built: 1969,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 7.01m (23.00ft),  Average Daily Traffic: 10,000 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 13,000 (year 2040),  Design Load: HS 20,  Features Intersected: INTERSTATE 5,  Facility Carried by Structure: COUNTY ROAD 102
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: 19.2m (63.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.0m (114.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 19.2m (63.0ft),  Out-to-Out Width: 21.5m (70.5ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 49.2 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: 37.9 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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  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,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 22 0146L,  Location: 03-YOL-005-R6.51 (Lat: 38.676994,  Lng: -121.745531),  Route carried "on" structure: Interstate 5,  Year Built: 1973,  Status: Open,  Structure Length: 8.81m (28.90ft),  Average Daily Traffic: 22,000 (year 2016),  Truck Traffic: 21%,  Average Future Daily Traffic: 49,000 (year 2040),  Design Load: HS 20,  Features Intersected: YOLO SHORTLINE RR & MAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.510,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 48.8m (160.1ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 22 0146R,  Location: 03-YOL-005-R6.50 (Lat: 38.676989,  Lng: -121.745078),  Route carried "on" structure: Interstate 5,  Year Built: 1973,  Status: Open,  Structure Length: 8.93m (29.30ft),  Average Daily Traffic: 22,000 (year 2016),  Truck Traffic: 21%,  Average Future Daily Traffic: 49,000 (year 2040),  Design Load: HS 20,  Features Intersected: YOLO SHORTLINE RR & MAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.500,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 49.4m (162.1ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 51.5 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: 39.9 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: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 22 0147R,  Location: 03-YOL-113-R10.67-WD (Lat: 38.683611,  Lng: -121.750744),  Route carried "on" structure: State highway 113,  Year Built: 1973,  Status: Open,  Structure Length: 12.76m (41.86ft),  Average Daily Traffic: 3,250 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 6,100 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 5
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.670,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 63.6m (208.7ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 56.7 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: 28.2 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: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 22 0148,  Location: 03-YOL-005-R7.70-WD (Lat: 38.691794,  Lng: -121.757058),  Route carried "on" structure: City street ,  Year Built: 1973,  Status: Open,  Structure Length: 11.70m (38.39ft),  Average Daily Traffic: 5,000 (year 2016),  Truck Traffic: 12%,  Average Future Daily Traffic: 9,000 (year 2040),  Design Load: HS 20,  Features Intersected: INTERSTATE 5,  Facility Carried by Structure: KENTUCKY AVE
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: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 44.7m (146.7ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 24.6 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: 15.6 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: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 22 015,  Location: 03-YOL-005-R9.41 (Lat: 38.702656,  Lng: -121.783828),  Route carried "on" structure: County highway ,  Year Built: 1973,  Status: Open,  Structure Length: 9.30m (30.51ft),  Average Daily Traffic: 5,000 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 8,161 (year 2042),  Design Load: HS 20,  Features Intersected: INTERSTATE 5,  Facility Carried by Structure: COUNTY ROAD 99S
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: 12.2m (40.0ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 46.3m (151.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 23.7 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: 15.9 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: Meets minimum limits,  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: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 22 0152L,  Location: 03-YOL-005-R8.26-WD (Lat: 38.696419,  Lng: -121.764944),  Route carried "on" structure: Interstate 5,  Year Built: 1973,  Status: Open,  Structure Length: 7.19m (23.59ft),  Average Daily Traffic: 16,750 (year 2016),  Average Future Daily Traffic: 21,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SR 113 & CFNR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.260,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  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: 37.5m (123.0ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 60.3 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: 37.9 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: Equal to present minimum criteria,  Underclear: Meets minimum limits,  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,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 22 0152R,  Location: 03-YOL-005-R8.26-WD (Lat: 38.696719,  Lng: -121.764947),  Route carried "on" structure: Interstate 5,  Year Built: 1973,  Status: Open,  Structure Length: 7.17m (23.52ft),  Average Daily Traffic: 16,750 (year 2016),  Average Future Daily Traffic: 21,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SR 113 & CFRN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.260,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  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: 37.5m (123.0ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 67.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 45.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  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,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 22 0154L,  Location: 03-YOL-005-R8.87 (Lat: 38.698742,  Lng: -121.775850),  Route carried "on" structure: Interstate 5,  Year Built: 1970,  Status: Open,  Structure Length: 6.80m (22.31ft),  Average Daily Traffic: 11,750 (year 2014),  Average Future Daily Traffic: 27,892 (year 2042),  Design Load: HS 20,  Features Intersected: CFNR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.870,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 5 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.0m (88.6ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 50.9 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: 36.9 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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 22 0154R,  Location: 03-YOL-005-R8.89 (Lat: 38.699103,  Lng: -121.776242),  Route carried "on" structure: Interstate 5,  Year Built: 1973,  Status: Open,  Structure Length: 6.80m (22.31ft),  Average Daily Traffic: 11,750 (year 2014),  Average Future Daily Traffic: 27,892 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: CFNR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.890,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 5 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.0m (88.6ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 50.9 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: 36.9 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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 22 0158,  Location: 03-YOL-005-4.49 (Lat: 38.673433,  Lng: -121.709364),  Route carried "on" structure: County highway ,  Year Built: 1969,  Status: Open,  Structure Length: 6.03m (19.78ft),  Average Daily Traffic: 100 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 220 (year 2040),  Design Load: HS 20,  Features Intersected: INTERSTATE 5,  Facility Carried by Structure: WYE LINE
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: 6.1m (20.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.9m (98.1ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.7m (22.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 57.3 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: 44.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 22 0169L,  Location: 03-YOL-005-R6.63 (Lat: 38.678478,  Lng: -121.746725),  Route carried "on" structure: Interstate 5,  Year Built: 1973,  Status: Open,  Structure Length: 7.62m (25.00ft),  Average Daily Traffic: 22,000 (year 2016),  Truck Traffic: 21%,  Average Future Daily Traffic: 49,000 (year 2040),  Design Load: HS 20,  Features Intersected: PIONEER AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.630,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 40.2m (131.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 24.0 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: 14.9 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: High priority of corrective action,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 22 0169R,  Location: 03-YOL-005-R6.65 (Lat: 38.679036,  Lng: -121.746733),  Route carried "on" structure: Interstate 5,  Year Built: 1973,  Status: Open,  Structure Length: 7.13m (23.39ft),  Average Daily Traffic: 22,000 (year 2016),  Truck Traffic: 21%,  Average Future Daily Traffic: 49,000 (year 2040),  Design Load: HS 20,  Features Intersected: PIONEER AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.650,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 40.2m (131.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 24.0 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: 14.9 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: High priority of corrective action,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 22 0173L,  Location: 03-YOL-005-R7.10-WD (Lat: 38.684411,  Lng: -121.751072),  Route carried "on" structure: Interstate 5,  Year Built: 1973,  Status: Open,  Structure Length: 3.73m (12.24ft),  Average Daily Traffic: 22,000 (year 2016),  Truck Traffic: 21%,  Average Future Daily Traffic: 48,600 (year 2040),  Design Load: HS 20,  Features Intersected: EAST BEAMER STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.100,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.7m (120.4ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 51.2 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: 33.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior 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,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 22 0173R,  Location: 03-YOL-005-R7.10-WD (Lat: 38.684408,  Lng: -121.750669),  Route carried "on" structure: Interstate 5,  Year Built: 1973,  Status: Open,  Structure Length: 3.73m (12.24ft),  Average Daily Traffic: 22,000 (year 2016),  Truck Traffic: 21%,  Average Future Daily Traffic: 48,600 (year 2040),  Design Load: HS 20,  Features Intersected: EAST BEAMER STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.100,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.7m (120.4ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 51.2 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: 33.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 22 0174F,  Location: 03-YOL-005-R7.11-WD (Lat: 38.684417,  Lng: -121.751458),  Route carried "on" structure: Ramp Interstate 5,  Year Built: 1973,  Status: Open,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 10,000 (year 2016),  Truck Traffic: 28%,  Average Future Daily Traffic: 16,000 (year 2040),  Design Load: HS 20,  Features Intersected: EAST BEAMER STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.110,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.6m (110.2ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 46.3 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: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 22C0019,  Location: 3.5 MI N OF I-5 (Lat: 38.726133,  Lng: -121.729883),  Route carried "on" structure: County highway ,  Year Built: 1955,  Status: Open,  Structure Length: 10.79m (35.40ft),  Average Daily Traffic: 6,200 (year 2004),  Truck Traffic: 15%,  Average Future Daily Traffic: 10,056 (year 2043),  Design Load: H 20,  Features Intersected: CACHE CREEK,  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: 8.5m (27.9ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 16.5m (54.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 31.4 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: 22.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: 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: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 22C0027,  Location: 1.3 MI N OF CO ROAD #29 (Lat: 38.610381,  Lng: -121.802892),  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: 7,651 (year 2037),  Design Load: HS 20,  Features Intersected: WILLOW 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: 13.5m (44.3ft),  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: 12.9m (42.3ft),  Out-to-Out Width: 13.6m (44.6ft)

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: Somewhat better than minimum adequacy,  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

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Structure Number: 22C0053,  Location: JUST WEST OF I-5 ON-RAMP (Lat: 38.676642,  Lng: -121.644522),  Route carried "on" structure: County highway ,  Year Built: 2003,  Status: Open,  Structure Length: 7.64m (25.07ft),  Average Daily Traffic: 2,500 (year 2014),  Truck Traffic: 4%,  Average Future Daily Traffic: 6,268 (year 2044),  Design Load: HS 20+Mod,  Features Intersected: TULE CANAL,  Facility Carried by Structure: COUNTY ROAD 22
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.0m (32.8ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: January 2022,  Underwater Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 22 0025L,  Location: 03-YOL-005-0.01 (Lat: 38.673158,  Lng: -121.620228),  Route carried "under" structure: County highway ,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 500 (year 2015),  Truck Traffic: 10%,  Features Intersected: SACRAMENTO RIV (ELKHORN),  Facility Carried by Structure: INTERSTATE 5 SB
Minimum Vertical Clearance: 17.65m (57.91ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 86.9m (285.1ft)

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Structure Number: 22 0025R,  Location: 03-YOL-005-0.01 (Lat: 38.673428,  Lng: -121.620228),  Route carried "under" structure: County highway ,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 500 (year 2015),  Truck Traffic: 10%,  Features Intersected: SACRAMENTO RIV (ELKHORN),  Facility Carried by Structure: INTERSTATE 5 NB
Minimum Vertical Clearance: 16.15m (52.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 86.9m (285.1ft)

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Structure Number: 22 0122,  Location: 03-YOL-113-R6.11 (Lat: 38.619250,  Lng: -121.767039),  Route carried "under" structure: State highway 113,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 23,700 (year 2016),  Truck Traffic: 13%,  Features Intersected: STATE ROUTE 113,  Facility Carried by Structure: COUNTY ROAD 27
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 6.110,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 29.6m (97.1ft)

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Structure Number: 22 0127,  Location: 03-YOL-113-R7.66 (Lat: 38.640992,  Lng: -121.760342),  Route carried "under" structure: State highway 113,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 21,500 (year 2016),  Truck Traffic: 14%,  Features Intersected: STATE ROUTE 113,  Facility Carried by Structure: COUNTY ROAD 25A
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 7.660,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 31.4m (103.0ft)

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Structure Number: 22 0128,  Location: 03-YOL-113-R9.22-WD (Lat: 38.662617,  Lng: -121.751936),  Route carried "under" structure: State highway 113,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 15,300 (year 2016),  Truck Traffic: 13%,  Features Intersected: STATE ROUTE 113,  Facility Carried by Structure: EAST GIBSON ROAD
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 9.220,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 33.2m (108.9ft)

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Structure Number: 22 0130L,  Location: 03-YOL-113-R10.22 (Lat: 38.677014,  Lng: -121.751169),  Route carried "under" structure: City street ,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 15,000 (year 2016),  Truck Traffic: 5%,  Features Intersected: YOLO SHORTLINE RR, MAIN,  Facility Carried by Structure: STATE ROUTE 113 SB
Minimum Vertical Clearance: 7.57m (24.84ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 41.0m (134.5ft)

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Structure Number: 22 0130R,  Location: 03-YOL-113-R10.22 (Lat: 38.677014,  Lng: -121.750892),  Route carried "under" structure: City street ,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 15,000 (year 2016),  Truck Traffic: 5%,  Features Intersected: YOLO SHORTLINE RR, MAIN,  Facility Carried by Structure: STATE ROUTE 113 NB
Minimum Vertical Clearance: 7.57m (24.84ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 41.0m (134.5ft)

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Structure Number: 22 0144,  Location: 03-YOL-005-5.53 (Lat: 38.673558,  Lng: -121.728508),  Route carried "under" structure: Interstate 5,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 44,000 (year 2014),  Truck Traffic: 21%,  Features Intersected: INTERSTATE 5,  Facility Carried by Structure: COUNTY ROAD 102
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 5.530,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 35.0m (114.8ft)

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Structure Number: 22 0146L,  Location: 03-YOL-005-R6.51 (Lat: 38.676994,  Lng: -121.745531),  Route carried "under" structure: City street ,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 2016),  Truck Traffic: 10%,  Features Intersected: YOLO SHORTLINE RR & MAIN,  Facility Carried by Structure: INTERSTATE 5 SB
Minimum Vertical Clearance: 7.34m (24.08ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 48.8m (160.1ft)

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Structure Number: 22 0146R,  Location: 03-YOL-005-R6.50 (Lat: 38.676989,  Lng: -121.745078),  Route carried "under" structure: City street ,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 2016),  Truck Traffic: 10%,  Features Intersected: YOLO SHORTLINE RR & MAIN,  Facility Carried by Structure: INTERSTATE 5 NB
Minimum Vertical Clearance: 6.63m (21.75ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 49.4m (162.1ft)

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Structure Number: 22 0147R,  Location: 03-YOL-113-R10.67-WD (Lat: 38.683611,  Lng: -121.750744),  Route carried "under" structure: Interstate 5,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 44,000 (year 2016),  Truck Traffic: 21%,  Features Intersected: INTERSTATE 5,  Facility Carried by Structure: STATE ROUTE 113 NB
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 7.090,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 63.6m (208.7ft)

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Structure Number: 22 0148,  Location: 03-YOL-005-R7.70-WD (Lat: 38.691794,  Lng: -121.757058),  Route carried "under" structure: Interstate 5,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 33,500 (year 2016),  Truck Traffic: 21%,  Features Intersected: INTERSTATE 5,  Facility Carried by Structure: KENTUCKY AVE
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 7.700,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 44.7m (146.7ft)

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Structure Number: 22 015,  Location: 03-YOL-005-R9.41 (Lat: 38.702656,  Lng: -121.783828),  Route carried "under" structure: Interstate 5,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 23,500 (year 2016),  Truck Traffic: 25%,  Features Intersected: INTERSTATE 5,  Facility Carried by Structure: COUNTY ROAD 99S
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 9.410,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 46.3m (151.9ft)

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Structure Number: 22 0152L,  Location: 03-YOL-005-R8.26-WD (Lat: 38.696419,  Lng: -121.764944),  Route carried "under" structure: State highway 113,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 6,600 (year 2016),  Truck Traffic: 10%,  Features Intersected: SR 113 & CFNR,  Facility Carried by Structure: INTERSTATE 5 SB
Minimum Vertical Clearance: 7.06m (23.16ft),  Kilometerpoint: 11.430,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 37.5m (123.0ft)

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Structure Number: 22 0152R,  Location: 03-YOL-005-R8.26-WD (Lat: 38.696719,  Lng: -121.764947),  Route carried "under" structure: State highway 113,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 6,600 (year 2016),  Truck Traffic: 10%,  Features Intersected: SR 113 & CFRN,  Facility Carried by Structure: INTERSTATE 5 NB
Minimum Vertical Clearance: 7.34m (24.08ft),  Kilometerpoint: 11.450,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 37.5m (123.0ft)

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Structure Number: 22 0158,  Location: 03-YOL-005-4.49 (Lat: 38.673433,  Lng: -121.709364),  Route carried "under" structure: Interstate 5,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 51,000 (year 2016),  Truck Traffic: 20%,  Features Intersected: INTERSTATE 5,  Facility Carried by Structure: WYE LINE
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 4.490,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 29.9m (98.1ft)

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Structure Number: 22 0169L,  Location: 03-YOL-005-R6.63 (Lat: 38.678478,  Lng: -121.746725),  Route carried "under" structure: County highway ,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2016),  Truck Traffic: 10%,  Features Intersected: PIONEER AVE,  Facility Carried by Structure: INTERSTATE 5 SB
Minimum Vertical Clearance: 5.87m (19.26ft),  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: 40.2m (131.9ft)

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Structure Number: 22 0169R,  Location: 03-YOL-005-R6.65 (Lat: 38.679036,  Lng: -121.746733),  Route carried "under" structure: County highway ,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2016),  Truck Traffic: 10%,  Features Intersected: PIONEER AVE,  Facility Carried by Structure: INTERSTATE 5 NB
Minimum Vertical Clearance: 4.72m (15.49ft),  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: 40.2m (131.9ft)

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Structure Number: 22 0173L,  Location: 03-YOL-005-R7.10-WD (Lat: 38.684411,  Lng: -121.751072),  Route carried "under" structure: City street ,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2016),  Truck Traffic: 2%,  Features Intersected: EAST BEAMER STREET,  Facility Carried by Structure: INTERSTATE 5 SB
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 36.7m (120.4ft)

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Structure Number: 22 0173R,  Location: 03-YOL-005-R7.10-WD (Lat: 38.684408,  Lng: -121.750669),  Route carried "under" structure: City street ,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2016),  Truck Traffic: 2%,  Features Intersected: EAST BEAMER STREET,  Facility Carried by Structure: INTERSTATE 5 NB
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 36.7m (120.4ft)

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Structure Number: 22 0174F,  Location: 03-YOL-005-R7.11-WD (Lat: 38.684417,  Lng: -121.751458),  Route carried "under" structure: City street ,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2016),  Truck Traffic: 2%,  Features Intersected: EAST BEAMER STREET,  Facility Carried by Structure: S5-S113 CONNECTOR
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 33.6m (110.2ft)