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

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Structure Number: 7C0007,  Location: 2.2 MI E US HWY 395 (Lat: 40.135531,  Lng: -120.209639),  Route carried "on" structure: County highway ,  Year Built: 1979,  Status: Open,  Structure Length: 7.70m (25.26ft),  Average Daily Traffic: 800 (year 1980),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,008 (year 2043),  Design Load: HS 20,  Features Intersected: LONG VALLEY CREEK,  Facility Carried by Structure: HERLONG ACCESS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 39.5 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: 27.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 7C0016,  Location: 0.3 MI S OF S.H. 36 (Lat: 40.413778,  Lng: -120.664061),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 2.41m (7.91ft),  Average Daily Traffic: 400 (year 1980),  Truck Traffic: 1%,  Average Future Daily Traffic: 875 (year 2042),  Design Load: HS 20,  Features Intersected: SUSAN RIVER,  Facility Carried by Structure: LASSEN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.5m (77.1ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 24 0127,  Location: 03-SAC-080-12.48 (Lat: 38.661006,  Lng: -121.360703),  Route carried "on" structure: County highway ,  Year Built: 1966,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 10.01m (32.84ft),  Average Daily Traffic: 120,000 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 193,030 (year 2041),  Design Load: HS 20,  Features Intersected: INTERSTATE 80,  Facility Carried by Structure: MADISON AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 11,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 31.0m (101.7ft),  Skew: 24 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 or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 31.0m (101.7ft),  Out-to-Out Width: 34.8m (114.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 64.5 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: 40.8 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: Somewhat better than minimum adequacy,  Deck Geometry: Better than 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: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 24 0291L,  Location: 03-SAC-051-8.46 (Lat: 38.645389,  Lng: -121.377667),  Route carried "on" structure: Ramp State highway 51,  Year Built: 1971,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 51.11m (167.68ft),  Average Daily Traffic: 145,000 (year 2010),  Truck Traffic: 6%,  Average Future Daily Traffic: 180,203 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: I 80 & SR 244
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.460,  Lanes on structure: 5,  Lanes under structure: 14,  Owner: State Highway Agency,  Approaching Roadway Width: 22.5m (73.8ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 11,  Number Of Approach Spans: 7,  Length of Maximum Span: 62.5m (205.1ft),  Curb-To-Curb Width: 22.5m (73.8ft),  Out-to-Out Width: 23.5m (77.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 24 0292L,  Location: 03-SAC-080-R11.08 (Lat: 38.647092,  Lng: -121.375789),  Route carried "on" structure: Interstate 80,  Year Built: 1971,  Status: Open,  Structure Length: 8.57m (28.12ft),  Average Daily Traffic: 125,000 (year 2010),  Truck Traffic: 6%,  Average Future Daily Traffic: 136,275 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: SR 244 WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.080,  Lanes on structure: 4,  Lanes under structure: 5,  Base Highway Network: Yes (,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 6 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 49.0m (160.8ft),  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 72.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 24 0292R,  Location: 03-SAC-080-R11.09 (Lat: 38.647192,  Lng: -121.375069),  Route carried "on" structure: Interstate 80,  Year Built: 1971,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 8.27m (27.13ft),  Average Daily Traffic: 125,000 (year 2010),  Truck Traffic: 6%,  Average Future Daily Traffic: 136,275 (year 2041),  Design Load: HS 20,  Features Intersected: W244-W80 CONNECTOR RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.090,  Lanes on structure: 8,  Lanes under structure: 5,  Base Highway Network: Yes (,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 35.7m (117.1ft),  Skew: 14 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 49.8m (163.4ft),  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 41.2m (135.2ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 88.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 24 0293R,  Location: 03-SAC-051-8.52 (Lat: 38.645889,  Lng: -121.376294),  Route carried "on" structure: Ramp State highway 51,  Year Built: 1971,  Status: Open,  Structure Length: 11.55m (37.89ft),  Average Daily Traffic: 75,000 (year 2010),  Truck Traffic: 6%,  Average Future Daily Traffic: 97,761 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: E80-E244 CONNECTOR RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.520,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 12.7m (41.7ft),  Skew: 6 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 74.1m (243.1ft),  Curb-To-Curb Width: 12.7m (41.7ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 24C0049,  Location: 0.1 MI E GARFIELD AVE (Lat: 38.660667,  Lng: -121.336092),  Route carried "on" structure: Business County highway ,  Year Built: 1947,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 2.47m (8.10ft),  Average Daily Traffic: 30,000 (year 2002),  Truck Traffic: 10%,  Average Future Daily Traffic: 43,760 (year 2042),  Design Load: HS 20,  Features Intersected: ARCADE CREEK,  Facility Carried by Structure: MADISON AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 22.9m (75.1ft),  Out-to-Out Width: 30.8m (101.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  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: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 24C0149,  Location: AT ROSEVILLE RD (Lat: 38.662931,  Lng: -121.379514),  Route carried "on" structure: County highway ,  Year Built: 1973,  Status: Open,  Structure Length: 10.18m (33.40ft),  Average Daily Traffic: 17,000 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 21,333 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: UP,BNSF,AMTRAK,ROSEVILLE,  Facility Carried by Structure: AIR BASE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 38.1m (125.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 19.3m (63.3ft),  Out-to-Out Width: 21.6m (70.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 50.2 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: 36.0 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: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 24C0177,  Location: 0.3 MI N AUBURN BLVD (Lat: 38.641642,  Lng: -121.383114),  Route carried "on" structure: City street ,  Year Built: 1945,  Year Reconstructed: 1971,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 80,000 (year 2002),  Truck Traffic: 10%,  Average Future Daily Traffic: 107,954 (year 2038),  Features Intersected: ARCADE CREEK,  Facility Carried by Structure: WATT AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 26.2m (86.0ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 26.0m (85.3ft),  Out-to-Out Width: 30.0m (98.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 46.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 24C0267,  Location: NORTH OF NORD HWY (Lat: 38.644994,  Lng: -121.348081),  Route carried "on" structure: County highway ,  Year Built: 1999,  Status: Open,  Structure Length: 2.55m (8.37ft),  Average Daily Traffic: 17,544 (year 2010),  Truck Traffic: 10%,  Average Future Daily Traffic: 32,433 (year 2042),  Features Intersected: ARCADE CREEK,  Facility Carried by Structure: WINDING WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.4m (40.7ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  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: 24C0326,  Location: 100' S OF COLLEGE OAK DR (Lat: 38.643958,  Lng: -121.350506),  Route carried "on" structure: County highway ,  Year Built: 1916,  Year Reconstructed: 1974,  Status: Open,  Structure Length: 2.96m (9.71ft),  Average Daily Traffic: 17,544 (year 2010),  Truck Traffic: 10%,  Average Future Daily Traffic: 32,432 (year 2042),  Features Intersected: ARCADE CREEK,  Facility Carried by Structure: WINDING WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.7m (35.1ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 48.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.2 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 24C0402,  Location: BTWN CHAN DR & LARY WAY (Lat: 38.685067,  Lng: -121.379189),  Route carried "on" structure: Business County highway ,  Year Built: 1971,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 1,100 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,300 (year 2038),  Features Intersected: RIO LINDA CREEK,  Facility Carried by Structure: THOMAS DR
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),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  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: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 24C0425,  Location: 0.2 MI N/O I STREET (Lat: 38.685561,  Lng: -121.387431),  Route carried "on" structure: County highway ,  Year Built: 1991,  Status: Open,  Structure Length: 0.75m (2.46ft),  Average Daily Traffic: 1,570 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,427 (year 2037),  Features Intersected: RIO LINDA CREEK,  Facility Carried by Structure: 34TH STREET
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: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.6m (11.8ft),  Curb-To-Curb Width: 17.6m (57.7ft),  Out-to-Out Width: 18.2m (59.7ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2020

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Structure Number: 24C0444,  Location: 135' S. OF JUNEAU WAY (Lat: 38.683278,  Lng: -121.375769),  Route carried "on" structure: County highway ,  Year Built: 1970,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 3,300 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,300 (year 2038),  Features Intersected: RIO LINDA CREEK,  Facility Carried by Structure: CHANNING DRIVE
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),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.8m (5.9ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Channel: Very good,  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,  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: December 2021

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Structure Number: 24C0445,  Location: 270' N. OF LENORE WAY (Lat: 38.657589,  Lng: -121.378308),  Route carried "on" structure: County highway ,  Year Built: 1970,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 3,300 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,300 (year 2038),  Features Intersected: MAGPIE CREEK,  Facility Carried by Structure: POLK STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 15.9m (52.2ft)

Condition: Channel: Very good,  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,  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: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 24C0484,  Location: 325 FT NE/O MYRTLE AVENUE (Lat: 38.655100,  Lng: -121.387142),  Route carried "on" structure: County highway ,  Year Built: 1966,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 0.83m (2.72ft),  Average Daily Traffic: 16,688 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 25,799 (year 2037),  Features Intersected: MAGPIE CREEK,  Facility Carried by Structure: ROSEVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 21.5m (70.5ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 21.5m (70.5ft),  Out-to-Out Width: 27.5m (90.2ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020

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Structure Number: 24C0492,  Location: 0.3 MI N/O I STREET (Lat: 38.688578,  Lng: -121.392119),  Route carried "on" structure: County highway ,  Year Built: 1991,  Status: Open,  Structure Length: 0.75m (2.46ft),  Average Daily Traffic: 4,689 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,249 (year 2037),  Features Intersected: RIO LINDA CREEK,  Facility Carried by Structure: 32ND STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.6m (11.8ft),  Curb-To-Curb Width: 17.6m (57.7ft),  Out-to-Out Width: 18.2m (59.7ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2020

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Structure Number: 24 0127,  Location: 03-SAC-080-12.48 (Lat: 38.661006,  Lng: -121.360703),  Route carried "under" structure: Interstate 80,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 250,000 (year 2010),  Truck Traffic: 6%,  Features Intersected: INTERSTATE 80,  Facility Carried by Structure: MADISON AVE
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 12.480,  Lanes on structure: 7,  Lanes under structure: 11,  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: 24 029,  Location: 03-SAC-080-M10.36 (Lat: 38.645992,  Lng: -121.383031),  Route carried "under" structure: Ramp State highway 244,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 15,000 (year 2010),  Truck Traffic: 5%,  Features Intersected: I 80, E80-E244, LRT,  Facility Carried by Structure: WATT AVE
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.100,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 69.2m (227.0ft)

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Structure Number: 24 029,  Location: 03-SAC-080-M10.36 (Lat: 38.645992,  Lng: -121.383031),  Route carried "under" structure: Ramp State highway 244,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 15,000 (year 2010),  Truck Traffic: 5%,  Features Intersected: I 80, E80-E244, LRT,  Facility Carried by Structure: WATT AVE
Minimum Vertical Clearance: 6.01m (19.72ft),  Kilometerpoint: 0.100,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 69.2m (227.0ft)

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Structure Number: 24 029,  Location: 03-SAC-080-M10.36 (Lat: 38.645992,  Lng: -121.383031),  Route carried "under" structure: Interstate 80,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 150,000 (year 2010),  Truck Traffic: 5%,  Features Intersected: I 80, E80-E244, LRT,  Facility Carried by Structure: WATT AVE
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 10.360,  Lanes on structure: 6,  Lanes under structure: 15,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 69.2m (227.0ft)

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Structure Number: 24 0291L,  Location: 03-SAC-051-8.46 (Lat: 38.645389,  Lng: -121.377667),  Route carried "under" structure: Ramp State highway 244,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 160,000 (year 2010),  Truck Traffic: 2%,  Features Intersected: I 80 & SR 244
Minimum Vertical Clearance: 8.08m (26.51ft),  Kilometerpoint: 0.330,  Lanes on structure: 5,  Lanes under structure: 3,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 62.5m (205.1ft)

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Structure Number: 24 0291L,  Location: 03-SAC-051-8.46 (Lat: 38.645389,  Lng: -121.377667),  Route carried "under" structure: Interstate 80,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 120,000 (year 2010),  Truck Traffic: 7%,  Features Intersected: I 80 & SR 244
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 10.710,  Lanes on structure: 5,  Lanes under structure: 11,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 62.5m (205.1ft)

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Structure Number: 24 0292L,  Location: 03-SAC-080-R11.08 (Lat: 38.647092,  Lng: -121.375789),  Route carried "under" structure: State highway 244,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 40,000 (year 2010),  Truck Traffic: 2%,  Features Intersected: SR 244 WB,  Facility Carried by Structure: I 80 WB
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 0.460,  Lanes on structure: 4,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 49.0m (160.8ft)

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Structure Number: 24 0292R,  Location: 03-SAC-080-R11.09 (Lat: 38.647192,  Lng: -121.375069),  Route carried "under" structure: State highway 244,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 40,000 (year 2010),  Truck Traffic: 1%,  Features Intersected: W244-W80 CONNECTOR RAMP,  Facility Carried by Structure: INTERSTATE 80 EB
Minimum Vertical Clearance: 6.10m (20.01ft),  Kilometerpoint: 0.460,  Lanes on structure: 8,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 49.8m (163.4ft)

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Structure Number: 24 0293R,  Location: 03-SAC-051-8.52 (Lat: 38.645889,  Lng: -121.376294),  Route carried "under" structure: State highway 244,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 160,000 (year 2010),  Truck Traffic: 2%,  Features Intersected: E80-E244 CONNECTOR RAMP,  Facility Carried by Structure: ROUTE 51 NB
Minimum Vertical Clearance: 5.30m (17.39ft),  Kilometerpoint: 0.420,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 74.1m (243.1ft)

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Structure Number: 24C0007,  Location: 0.1 MI N/O ROSEVILLE RD (Lat: 38.659183,  Lng: -121.382989),  Route carried "under" structure: County highway ,  Year Built: 1939,  Structure Length: 0. m,  Average Daily Traffic: 70,000 (year 2002),  Truck Traffic: 10%,  Features Intersected: WATT AVENUE,  Facility Carried by Structure: UP RR,BNSF,AMTRAK
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 0.000,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 18.6m (61.0ft)

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Structure Number: 24C015,  Location: .05 MI N. OF POPLAR BLVD (Lat: 38.661408,  Lng: -121.383083),  Route carried "under" structure: County highway ,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 70,000 (year 2002),  Truck Traffic: 10%,  Features Intersected: WATT AVE,  Facility Carried by Structure: PEDESTRIAN WALKWAY
Minimum Vertical Clearance: 5.61m (18.41ft),  Kilometerpoint: 0.000,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 21.9m (71.9ft)