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

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Structure Number: 28 0038L,  Location: 04-CC-004-R1.90L (Lat: 38.014158,  Lng: -122.238650),  Route carried "on" structure: State highway 4,  Year Built: 2001,  Status: Open,  Structure Length: 5.00m (16.40ft),  Average Daily Traffic: 20,250 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 40,584 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: RODEO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.900,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 6 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 10.0m (32.8ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 14.7m (48.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Excellent,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 28 0154,  Location: 04-CC-080-12.13 (Lat: 38.039028,  Lng: -122.246539),  Route carried "on" structure: Interstate 80,  Year Built: 1958,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 115,000 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 165,700 (year 2041),  Design Load: HS 20,  Features Intersected: REFINERY ACCESS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.130,  Lanes on structure: 8,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 30.5m (100.1ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 38.4m (126.0ft),  Out-to-Out Width: 39.7m (130.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.4 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 28 0155,  Location: 04-CC-080-11.69 (Lat: 38.034117,  Lng: -122.251392),  Route carried "on" structure: Interstate 80,  Year Built: 1958,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 115,000 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 172,451 (year 2039),  Design Load: HS 20,  Features Intersected: REFINERY ACCESS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.690,  Lanes on structure: 8,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 37.8m (124.0ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.7m (28.5ft),  Curb-To-Curb Width: 37.8m (124.0ft),  Out-to-Out Width: 40.3m (132.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 96.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.0 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 28 0193Y,  Location: 04-CC-080-10.71 (Lat: 38.022097,  Lng: -122.260908),  Route carried "on" structure: Ramp Interstate 80,  Year Built: 1958,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 2,250 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,580 (year 2041),  Features Intersected: RODEO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.710,  Lanes on structure: 3,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 20 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: 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021

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Structure Number: 28 0194,  Location: 04-CC-080-10.73 (Lat: 38.023000,  Lng: -122.261733),  Route carried "on" structure: Interstate 80,  Year Built: 1958,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 115,000 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 182,754 (year 2041),  Features Intersected: RODEO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.730,  Lanes on structure: 7,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 30.5m (100.1ft),  Skew: 31 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: Very good,  Culverts: Good,  Structural Evaluation: 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: July 2021

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Structure Number: 28 0213,  Location: 04-CC-004-R4.89 (Lat: 38.015775,  Lng: -122.190450),  Route carried "on" structure: County highway ,  Year Built: 1967,  Status: Open,  Structure Length: 6.80m (22.31ft),  Average Daily Traffic: 8,100 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 11,141 (year 2042),  Design Load: HS 20,  Features Intersected: STATE ROUTE 4,  Facility Carried by Structure: CUMMINGS SKYWAY
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: 12.5m (41.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.1m (88.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 35.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 26.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 28 0359,  Location: 04-CC-004-R1.70 (Lat: 38.015414,  Lng: -122.244883),  Route carried "on" structure: County highway ,  Year Built: 2001,  Status: Open,  Structure Length: 5.85m (19.19ft),  Average Daily Traffic: 35,000 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 43,822 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 4,  Facility Carried by Structure: CLAEYS LANE
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: 9.6m (31.5ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.0m (101.7ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 10.7m (35.1ft)

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: High priority of corrective action,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 28 0370L,  Location: 04-CC-004-R2.70L (Lat: 38.010167,  Lng: -122.228517),  Route carried "on" structure: State highway 4,  Year Built: 2001,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 40,500 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 81,169 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: FRANKLIN CANYON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.700,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.7m (38.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.7m (41.7ft)

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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 28 0387,  Location: 04-CC-080-11.34 (Lat: 38.030186,  Lng: -122.255675),  Route carried "on" structure: City street ,  Year Built: 2006,  Status: Open,  Structure Length: 5.80m (19.03ft),  Average Daily Traffic: 900 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,388 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 80,  Facility Carried by Structure: CALIFORNIA STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.0m (95.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 12.4m (40.7ft)

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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 28C0169,  Location: 0.1 MI E PARKER AVE (Lat: 38.033078,  Lng: -122.265797),  Route carried "on" structure: County highway ,  Year Built: 1986,  Status: Open,  Structure Length: 2.45m (8.04ft),  Average Daily Traffic: 4,279 (year 2013),  Truck Traffic: 2%,  Average Future Daily Traffic: 7,040 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: RODEO CREEK,  Facility Carried by Structure: FOURTH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 36.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 28.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 28C0272,  Location: AT PARKER STREET (Lat: 38.038411,  Lng: -122.267269),  Route carried "on" structure: City street ,  Year Built: 2015,  Status: Open,  Structure Length: 1.91m (6.27ft),  Average Daily Traffic: 3,294 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 8,666 (year 2037),  Design Load: HL 93,  Features Intersected: RODEO CREEK,  Facility Carried by Structure: SAN PABLO AVE
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),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.1m (59.4ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Good,  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: 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: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 28C0377,  Location: 0.04 MI W VAQUEROS AVE (Lat: 38.024583,  Lng: -122.263156),  Route carried "on" structure: County highway ,  Year Built: 1959,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 1,237 (year 2013),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,502 (year 2037),  Features Intersected: RODEO CREEK,  Facility Carried by Structure: HAWTHORNE DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 28C0378,  Location: JUST E RAILROAD AVE (Lat: 38.035281,  Lng: -122.266281),  Route carried "on" structure: County highway ,  Year Built: 1965,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 725 (year 2013),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,394 (year 2037),  Features Intersected: RODEO CREEK,  Facility Carried by Structure: THIRD ST
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: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 39.2 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: 30.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 28C0379,  Location: AT SAN PABLO AVE (Lat: 38.037639,  Lng: -122.271081),  Route carried "on" structure: County highway ,  Year Built: 1958,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 3.73m (12.24ft),  Average Daily Traffic: 1,518 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,144 (year 2037),  Design Load: H 15,  Features Intersected: UP RR, BNSF RY, & AMTRAK,  Facility Carried by Structure: PACIFIC AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 48 months,  Inspection Date: September 2020,  Other Special Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 28C0437,  Location: 0.1 MI E WILLOW AVE (Lat: 38.018344,  Lng: -122.256619),  Route carried "on" structure: County highway ,  Year Built: 1974,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 8,599 (year 2013),  Truck Traffic: 2%,  Average Future Daily Traffic: 18,363 (year 2037),  Features Intersected: RODEO CREEK,  Facility Carried by Structure: VIEWPOINTE BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 22 degrees,  Material/Design: Steel,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft)

Condition: Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020

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Structure Number: 28C0458,  Location: AT VAQUEROS AVE (Lat: 38.028347,  Lng: -122.264631),  Route carried "on" structure: County highway ,  Year Built: 1982,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 1,840 (year 2013),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,502 (year 2036),  Features Intersected: RODEO CREEK,  Facility Carried by Structure: 7TH ST
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),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 28 0213,  Location: 04-CC-004-R4.89 (Lat: 38.015775,  Lng: -122.190450),  Route carried "under" structure: State highway 4,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 43,500 (year 2018),  Features Intersected: STATE ROUTE 4,  Facility Carried by Structure: CUMMINGS SKYWAY
Minimum Vertical Clearance: 4.54m (14.90ft),  Kilometerpoint: 4.890,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 27.1m (88.9ft)

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Structure Number: 28 0284,  Location: 04-CC-004-R1.00 (Lat: 38.014758,  Lng: -122.251350),  Route carried "under" structure: State highway 4,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 42,500 (year 2018),  Features Intersected: STATE ROUTE 4,  Facility Carried by Structure: BNSF RY
Minimum Vertical Clearance: 9.07m (29.76ft),  Kilometerpoint: 1.000,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 41.1m (134.8ft)

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Structure Number: 28 0359,  Location: 04-CC-004-R1.70 (Lat: 38.015414,  Lng: -122.244883),  Route carried "under" structure: State highway 4,  Year Built: 2001,  Structure Length: 0. m,  Average Daily Traffic: 42,500 (year 2018),  Features Intersected: STATE ROUTE 4,  Facility Carried by Structure: CLAEYS LANE
Minimum Vertical Clearance: 6.05m (19.85ft),  Kilometerpoint: 1.700,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 31.0m (101.7ft)

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Structure Number: 28 0387,  Location: 04-CC-080-11.34 (Lat: 38.030186,  Lng: -122.255675),  Route carried "under" structure: Interstate 80,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 115,000 (year 2019),  Truck Traffic: 7%,  Features Intersected: INTERSTATE 80,  Facility Carried by Structure: CALIFORNIA STREET
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 11.340,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 29.0m (95.1ft)

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Structure Number: 28C0139,  Location: 2 MI SW CARQUINEZ BR (Lat: 38.049472,  Lng: -122.256011),  Route carried "under" structure: County highway ,  Year Built: 1925,  Structure Length: 0. m,  Average Daily Traffic: 7,888 (year 2009),  Truck Traffic: 10%,  Features Intersected: SAN PABLO AVE,  Facility Carried by Structure: PIPELINES
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.000,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.0m (82.0ft)