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

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Structure Number: 22 0035,  Location: 03-YOL-128-6.53 (Lat: 38.511364,  Lng: -122.008311),  Route carried "on" structure: State highway 128,  Year Built: 1915,  Year Reconstructed: 1957,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 3,200 (year 2010),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,067 (year 2041),  Features Intersected: SCHOOL DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.530,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 22 0072L,  Location: 03-YOL-505-0.01 (Lat: 38.524931,  Lng: -121.953061),  Route carried "on" structure: Interstate 505,  Year Built: 1959,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 12.78m (41.93ft),  Average Daily Traffic: 12,000 (year 2010),  Truck Traffic: 27%,  Average Future Daily Traffic: 16,777 (year 2041),  Design Load: HS 20,  Features Intersected: PUTAH CRK RD,PUTAH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.7m (38.4ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: 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: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: 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: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 22 0072R,  Location: 03-YOL-505-0.01 (Lat: 38.525022,  Lng: -121.952725),  Route carried "on" structure: Interstate 505,  Year Built: 1959,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 12.78m (41.93ft),  Average Daily Traffic: 13,000 (year 2010),  Truck Traffic: 27%,  Average Future Daily Traffic: 20,335 (year 2041),  Design Load: HS 20,  Features Intersected: PUTAH CRK RD,PUTAH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.7m (38.4ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 42.4 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: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: 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: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 22 011,  Location: 03-YOL-128-9.81 (Lat: 38.531203,  Lng: -121.953411),  Route carried "on" structure: State highway 128,  Year Built: 1959,  Status: Open,  Structure Length: 8.43m (27.66ft),  Average Daily Traffic: 12,000 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 15,188 (year 2041),  Design Load: HS 20,  Features Intersected: INTERSTATE 505
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.810,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.1m (95.5ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 54.8 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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 22 0113L,  Location: 03-YOL-505-3.37 (Lat: 38.574475,  Lng: -121.953269),  Route carried "on" structure: Interstate 505,  Year Built: 1959,  Status: Open,  Structure Length: 2.27m (7.45ft),  Average Daily Traffic: 12,000 (year 2010),  Truck Traffic: 27%,  Average Future Daily Traffic: 20,335 (year 2041),  Design Load: HS 20,  Features Intersected: CHICKAHOMINY SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.370,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.7m (41.7ft),  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: 12.7m (41.7ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 56.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 22 0113R,  Location: 03-YOL-505-3.37 (Lat: 38.574475,  Lng: -121.952975),  Route carried "on" structure: Interstate 505,  Year Built: 1980,  Status: Open,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 12,000 (year 2010),  Truck Traffic: 27%,  Average Future Daily Traffic: 20,335 (year 2041),  Design Load: HS 20,  Features Intersected: CHICKAHOMINY SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.370,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.7m (38.4ft),  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: 11.7m (38.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 60.9 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: Better than 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

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Structure Number: 22 0119,  Location: 03-YOL-505-1.18 (Lat: 38.542625,  Lng: -121.952853),  Route carried "on" structure: Interstate 505,  Year Built: 1959,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 14,000 (year 2010),  Truck Traffic: 27%,  Average Future Daily Traffic: 20,335 (year 2041),  Features Intersected: DRY SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.180,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 39.0m (128.0ft),  Skew: 21 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021

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Structure Number: 22 016,  Location: 03-YOL-505-2.50 (Lat: 38.561792,  Lng: -121.953494),  Route carried "on" structure: County highway ,  Year Built: 1980,  Status: Open,  Structure Length: 6.06m (19.88ft),  Average Daily Traffic: 500 (year 2005),  Truck Traffic: 10%,  Average Future Daily Traffic: 813 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 505,  Facility Carried by Structure: COUNTY ROAD 31
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: 29.8m (97.8ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Satisfactory,  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 desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 22 0161,  Location: 03-YOL-505-4.03 (Lat: 38.583972,  Lng: -121.953600),  Route carried "on" structure: County highway ,  Year Built: 1980,  Status: Open,  Structure Length: 6.00m (19.69ft),  Average Daily Traffic: 250 (year 2005),  Truck Traffic: 10%,  Average Future Daily Traffic: 808 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 505,  Facility Carried by Structure: COUNTY ROAD 29A
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: 29.9m (98.1ft),  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: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 22 0195,  Location: 03-YOL-128-7.70-WIN (Lat: 38.518375,  Lng: -121.988864),  Route carried "on" structure: State highway 128,  Year Built: 2001,  Status: Open,  Structure Length: 3.51m (11.52ft),  Average Daily Traffic: 6,500 (year 2010),  Truck Traffic: 6%,  Average Future Daily Traffic: 7,931 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: APRICOT DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.700,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.9m (111.2ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 16.0m (52.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Channel: Very good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present 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

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Structure Number: 22C003,  Location: 0.01 MI N/O C.R. #28 (Lat: 38.605939,  Lng: -121.971414),  Route carried "on" structure: County highway ,  Year Built: 1999,  Status: Open,  Structure Length: 1.11m (3.64ft),  Average Daily Traffic: 1,790 (year 2009),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,218 (year 2043),  Design Load: HS 20+Mod,  Features Intersected: UNION SCHOOL SLOUGH,  Facility Carried by Structure: COUNTY ROAD 89
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,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.6m (31.5ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.4m (37.4ft)

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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 22C0044,  Location: N OF C.R. # 92 F (Lat: 38.549844,  Lng: -121.903764),  Route carried "on" structure: County highway ,  Year Built: 1968,  Status: Open,  Structure Length: 2.99m (9.81ft),  Average Daily Traffic: 4,248 (year 2009),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,772 (year 2043),  Design Load: HS 20,  Features Intersected: DRY SLOUGH,  Facility Carried by Structure: CO RD 93A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.1m (36.4ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.1m (33.1ft),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 37.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to 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: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 22C0105,  Location: 2.53 MI W OF C. R. 88 (Lat: 38.596342,  Lng: -122.033100),  Route carried "on" structure: County highway ,  Year Built: 1917,  Status: Open,  Structure Length: 1.17m (3.84ft),  Average Daily Traffic: 150 (year 2014),  Truck Traffic: 2%,  Average Future Daily Traffic: 83 (year 2042),  Features Intersected: CHICKAHOMINY SLOUGH,  Facility Carried by Structure: C. R. 29
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft),  Curb-To-Curb Width: 4.9m (16.1ft),  Out-to-Out Width: 5.6m (18.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Critical,  Channel: Poor,  Operating Rating: 43.1 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: 33.4 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: High priority of replacement,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 1.17m (3.84ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $147,000,  Roadway Improvement Cost: $29,000,  Total Project Cost: $247,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 22C0106,  Location: 0.01 MI S OF S.H. 128 (Lat: 38.511267,  Lng: -122.008014),  Route carried "on" structure: County highway ,  Year Built: 1930,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 50 (year 1978),  Average Future Daily Traffic: 66 (year 2041),  Design Load: H 10,  Features Intersected: CREEK S14,  Facility Carried by Structure: HORSHOE ST CR 87A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.6m (15.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 6.8m (22.3ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 27.2 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 16.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  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 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: 22C0109,  Location: 0.96 MI S OF C.R. #27 (Lat: 38.606697,  Lng: -121.989889),  Route carried "on" structure: County highway ,  Year Built: 1916,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 115 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 252 (year 2043),  Features Intersected: UNION SCHOOL SLOUGH,  Facility Carried by Structure: COUNTY ROAD 88
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.3m (14.1ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 6.3m (20.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 28.2 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 16.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum 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: 22C011,  Location: 0.15 MI N OF C.R. #29 (Lat: 38.593544,  Lng: -121.989853),  Route carried "on" structure: County highway ,  Year Built: 1930,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 115 (year 2009),  Truck Traffic: 1%,  Average Future Daily Traffic: 223 (year 2043),  Features Intersected: WINTERS CANAL,  Facility Carried by Structure: COUNTY ROAD 88
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 6.4m (21.0ft),  Out-to-Out Width: 7.2m (23.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Very good,  Operating Rating: 27.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 16.5 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: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum 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: 22C0112,  Location: 0.13 MI E OF C.R. #88 (Lat: 38.591497,  Lng: -121.987669),  Route carried "on" structure: County highway ,  Year Built: 1920,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 450 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 548 (year 2043),  Features Intersected: WINTERS CANAL,  Facility Carried by Structure: C.R. #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: 4 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 6.4m (21.0ft),  Out-to-Out Width: 7.2m (23.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 27.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 16.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum 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: 22C0113,  Location: 0.51 MI N OF C.R. #31 (Lat: 38.568517,  Lng: -121.941164),  Route carried "on" structure: County highway ,  Year Built: 1957,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 22 (year 2003),  Truck Traffic: 4%,  Average Future Daily Traffic: 58 (year 2043),  Features Intersected: CHICKAHOMINY SLOUGH,  Facility Carried by Structure: BUCKEYE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 35.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 21.1 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 22C0118,  Location: 0.27 MI W OF C.R. 91A (Lat: 38.561897,  Lng: -121.934572),  Route carried "on" structure: County highway ,  Year Built: 1976,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 586 (year 2009),  Truck Traffic: 15%,  Average Future Daily Traffic: 639 (year 2043),  Design Load: HS 20,  Features Intersected: CHICKHOMINY 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: 8.5m (27.9ft),  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-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 75.2 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: Meets minimum limits,  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

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Structure Number: 22C0119,  Location: 0.77 MI N OF I 505 RAMP (Lat: 38.542861,  Lng: -121.953303),  Route carried "on" structure: County highway ,  Year Built: 1970,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 40 (year 2011),  Average Future Daily Traffic: 55 (year 2043),  Features Intersected: DRY SLOUGH,  Facility Carried by Structure: C.R. #90
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: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021

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Structure Number: 22C012,  Location: 0.83 MI N OF SR 128 (Lat: 38.542544,  Lng: -121.952542),  Route carried "on" structure: County highway ,  Year Built: 1947,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 121 (year 2009),  Truck Traffic: 3%,  Average Future Daily Traffic: 217 (year 2043),  Features Intersected: DRY SLOUGH,  Facility Carried by Structure: CR 90A(BUCKEYE RD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.4m (24.3ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.0m (23.0ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 57.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 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: 22C0121,  Location: 0.06 MI N OF C.R. #32 (Lat: 38.540703,  Lng: -121.929350),  Route carried "on" structure: County highway ,  Year Built: 1913,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 100 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 163 (year 2043),  Features Intersected: DRY SLOUGH,  Facility Carried by Structure: C.R. #91A
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: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 5.8m (19.0ft),  Out-to-Out Width: 6.7m (22.0ft)

Condition: Superstructure: Satisfactory,  Substructure: Good,  Channel: Fair,  Operating Rating: 26.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 16.2 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 minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021

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Structure Number: 22C0187,  Location: 0.37 N OF CR 33 (Lat: 38.536111,  Lng: -121.971111),  Route carried "on" structure: City street ,  Year Built: 2015,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 2,100 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,387 (year 2043),  Design Load: HL 93,  Features Intersected: DRY SLOUGH,  Facility Carried by Structure: RAILROAD AVE(CR89)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.8m (35.4ft)

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

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Structure Number: 23 0170R,  Location: 04-SOL-505-R8.55 (Lat: 38.495786,  Lng: -121.949511),  Route carried "on" structure: Interstate 505,  Year Built: 1974,  Status: Open,  Structure Length: 2.71m (8.89ft),  Average Daily Traffic: 11,400 (year 2009),  Truck Traffic: 10%,  Average Future Daily Traffic: 18,587 (year 2040),  Design Load: HS 20,  Features Intersected: WOLFSKILL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.550,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 44.7 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: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to 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: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 23C0099,  Location: 3.0 MI W WINTERS RD (Lat: 38.492900,  Lng: -122.004497),  Route carried "on" structure: County highway ,  Year Built: 1957,  Status: Open,  Structure Length: 3.08m (10.10ft),  Average Daily Traffic: 650 (year 2010),  Truck Traffic: 6%,  Average Future Daily Traffic: 695 (year 2042),  Features Intersected: PUTAH SOUTH CANAL,  Facility Carried by Structure: PUTAH CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 31.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 18.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 23C0196,  Location: 0.30 MI SW PUTAH CREEK RD (Lat: 38.493553,  Lng: -121.986947),  Route carried "on" structure: County highway ,  Year Built: 1955,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 193 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 392 (year 2042),  Features Intersected: PUTAH SOUTH CANAL,  Facility Carried by Structure: HOLMES LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 48.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.8 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: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 23C0197,  Location: 0.10 MI SW PUTAH CREEK RD (Lat: 38.493200,  Lng: -121.998300),  Route carried "on" structure: County highway ,  Year Built: 1955,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 3.51m (11.52ft),  Average Daily Traffic: 404 (year 2009),  Truck Traffic: 2%,  Average Future Daily Traffic: 600 (year 2041),  Features Intersected: PUTAH SOUTH CANAL,  Facility Carried by Structure: OLIVE SCHOOL LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Concrete continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 28.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 17.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 23C0285,  Location: 0.5 MILE SOUTH OF SH128 (Lat: 38.519444,  Lng: -121.967500),  Route carried "on" structure: County highway ,  Year Built: 2016,  Status: Open,  Structure Length: 14.42m (47.31ft),  Average Daily Traffic: 525 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 614 (year 2042),  Design Load: HL 93,  Features Intersected: PUTAH CREEK,  Facility Carried by Structure: WINTERS ROAD
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: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 36.6m (120.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 22 011,  Location: 03-YOL-128-9.81 (Lat: 38.531203,  Lng: -121.953411),  Route carried "under" structure: Interstate 505,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 24,000 (year 2010),  Truck Traffic: 27%,  Features Intersected: INTERSTATE 505,  Facility Carried by Structure: STATE ROUTE 128
Minimum Vertical Clearance: 5.02m (16.47ft),  Kilometerpoint: 0.400,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 29.1m (95.5ft)

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Structure Number: 22 016,  Location: 03-YOL-505-2.50 (Lat: 38.561792,  Lng: -121.953494),  Route carried "under" structure: Interstate 505,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 18,400 (year 2009),  Features Intersected: INTERSTATE 505,  Facility Carried by Structure: COUNTY ROAD 31
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 2.500,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 29.8m (97.8ft)

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Structure Number: 22 0161,  Location: 03-YOL-505-4.03 (Lat: 38.583972,  Lng: -121.953600),  Route carried "under" structure: Interstate 505,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 18,400 (year 2009),  Features Intersected: INTERSTATE 505,  Facility Carried by Structure: COUNTY ROAD 29A
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 4.030,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 29.9m (98.1ft)

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Structure Number: 23 0170L,  Location: 04-SOL-505-R8.54 (Lat: 38.495689,  Lng: -121.949800),  Route carried "under" structure: County highway ,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 700 (year 1998),  Truck Traffic: 5%,  Features Intersected: WOLFSKILL RD,  Facility Carried by Structure: INTERSTATE 505 SB
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: 27.1m (88.9ft)