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

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Structure Number: 28 0203L,  Location: 04-CC-004-R20.10 (Lat: 38.019000,  Lng: -121.942289),  Route carried "on" structure: State highway 4,  Year Built: 1995,  Status: Open,  Structure Length: 4.03m (13.22ft),  Average Daily Traffic: 63,500 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 104,677 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: BAILEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.100,  Lanes on structure: 5,  Lanes under structure: 8,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 25.5m (83.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 28 0203R,  Location: 04-CC-004-R20.10 (Lat: 38.018622,  Lng: -121.942286),  Route carried "on" structure: State highway 4,  Year Built: 1994,  Status: Open,  Structure Length: 4.03m (13.22ft),  Average Daily Traffic: 63,500 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 104,677 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: BAILEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.100,  Lanes on structure: 5,  Lanes under structure: 8,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 25.5m (83.7ft)

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: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 28 0314L,  Location: 04-CC-004-R18.76 (Lat: 38.023044,  Lng: -121.966017),  Route carried "on" structure: State highway 4,  Year Built: 1995,  Status: Open,  Structure Length: 5.75m (18.86ft),  Average Daily Traffic: 63,500 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 104,677 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: WILLOW PASS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.760,  Lanes on structure: 5,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 27.5m (90.2ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.5m (93.5ft),  Curb-To-Curb Width: 26.5m (86.9ft),  Out-to-Out Width: 27.6m (90.6ft)

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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 28 0314R,  Location: 04-CC-004-R18.76 (Lat: 38.022689,  Lng: -121.966144),  Route carried "on" structure: State highway 4,  Year Built: 1995,  Status: Open,  Structure Length: 5.63m (18.47ft),  Average Daily Traffic: 63,500 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 104,677 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: WILLOW PASS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.760,  Lanes on structure: 5,  Lanes under structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 25.9m (85.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 24.9m (81.7ft),  Out-to-Out Width: 26.0m (85.3ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: 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: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 28 0385,  Location: 04-CC-004-23.41-PIT (Lat: 38.015744,  Lng: -121.882939),  Route carried "on" structure: City street ,  Year Built: 2003,  Status: Open,  Structure Length: 9.05m (29.69ft),  Average Daily Traffic: 17,284 (year 2017),  Truck Traffic: 8%,  Average Future Daily Traffic: 21,746 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 4,  Facility Carried by Structure: HARBOR STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 21.2m (69.6ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 49.5m (162.4ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 21.2m (69.6ft),  Out-to-Out Width: 25.8m (84.6ft)

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: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 28 0386,  Location: 04-CC-004-23.04-PIT (Lat: 38.017358,  Lng: -121.889528),  Route carried "on" structure: City street ,  Year Built: 2004,  Status: Open,  Structure Length: 8.60m (28.22ft),  Average Daily Traffic: 28,000 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 39,516 (year 2043),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 4,  Facility Carried by Structure: RAILROAD AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.9m (98.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 43.0m (141.1ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 29.9m (98.1ft),  Out-to-Out Width: 36.2m (118.8ft)

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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 28 0394,  Location: 04-CC-004-24.31-PIT (Lat: 38.011806,  Lng: -121.867403),  Route carried "on" structure: City street ,  Year Built: 2014,  Status: Open,  Structure Length: 11.81m (38.75ft),  Average Daily Traffic: 23,432 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 42,000 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 4,  Facility Carried by Structure: LOVERIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 34.7m (113.8ft),  Skew: 34 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 44.9m (147.3ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 34.7m (113.8ft),  Out-to-Out Width: 43.0m (141.1ft)

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: 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 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 28C0034,  Location: 0.8 MI S OF SH 4 (Lat: 38.001761,  Lng: -122.000167),  Route carried "on" structure: City street ,  Year Built: 1944,  Status: Open,  Structure Length: 32.52m (106.69ft),  Average Daily Traffic: 7,200 (year 1977),  Truck Traffic: 7%,  Average Future Daily Traffic: 23,749 (year 2038),  Design Load: HS 20,  Features Intersected: MT DIABLO CRK,  Facility Carried by Structure: WILLOW PASS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.0m (26.2ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 32,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 66.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 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: 28C0043,  Location: 2.1 MI E I-80 IN CROCKETT (Lat: 38.049669,  Lng: -122.198575),  Route carried "on" structure: County highway ,  Year Built: 1919,  Status: Open,  Structure Length: 0.93m (3.05ft),  Average Daily Traffic: 470 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,073 (year 2037),  Design Load: H 10,  Features Intersected: ECKLEY SLIDE,  Facility Carried by Structure: CARQUINEZ SCENIC D
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),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 6.4m (21.0ft),  Out-to-Out Width: 7.1m (23.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 31.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  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: 28C0045,  Location: 0.1 MI SW CENTRAL AVENUE (Lat: 38.021936,  Lng: -121.880467),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 2.71m (8.89ft),  Average Daily Traffic: 3,500 (year 2016),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,507 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: HARBOR STREET,  Facility Carried by Structure: 14TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.7m (31.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.5m (86.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.9m (35.8ft)

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: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to 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: 28C0093,  Location: 0.01 MI S STONEMAN AVE (Lat: 38.003619,  Lng: -121.885014),  Route carried "on" structure: City street ,  Year Built: 1966,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 13,000 (year 1998),  Truck Traffic: 3%,  Average Future Daily Traffic: 7,633 (year 2041),  Features Intersected: CONTRA COSTA CANAL,  Facility Carried by Structure: HARBOR ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.3m (37.1ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 23.3m (76.4ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Channel: Excellent,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 19.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum 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: 28C0132,  Location: 0.7 MI S SH 4 (Lat: 38.007325,  Lng: -121.892872),  Route carried "on" structure: City street ,  Year Built: 1938,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 0.87m (2.85ft),  Average Daily Traffic: 20,300 (year 1998),  Truck Traffic: 5%,  Average Future Daily Traffic: 43,614 (year 2041),  Design Load: H 15,  Features Intersected: CONTRA COSTA CANAL,  Facility Carried by Structure: RAILROAD AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.9m (65.3ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.4m (27.6ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 19.2m (63.0ft),  Out-to-Out Width: 24.0m (78.7ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Channel: Excellent,  Operating Rating: 20.7 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: 14.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum 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: 28C016,  Location: 0.2 MI S SAN PABLO AVE (Lat: 37.960361,  Lng: -122.346192),  Route carried "on" structure: City street ,  Year Built: 1940,  Status: Open,  Structure Length: 0.72m (2.36ft),  Average Daily Traffic: 13,993 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 41,711 (year 2042),  Features Intersected: WILDCAT CREEK,  Facility Carried by Structure: 23RD ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.9m (12.8ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Channel: Poor,  Culverts: Good,  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: Meets minimum limits,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 28C0165,  Location: OVER WILLOW PASS RD. (Lat: 38.026631,  Lng: -121.918272),  Route carried "on" structure: City street ,  Year Built: 1963,  Status: Open,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 12,000 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 32,821 (year 2040),  Design Load: HS 20,  Features Intersected: RANGE ROAD,  Facility Carried by Structure: NORTH PARKSIDE DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.0m (39.4ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.8m (51.8ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 48 months,  Inspection Date: December 2021,  Critical Feature Inspection Date: October 2020,  Other Special Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 28C037,  Location: AT GREEN ST (Lat: 38.016356,  Lng: -122.134581),  Route carried "on" structure: City street ,  Year Built: 1940,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 3,000 (year 2009),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,402 (year 2041),  Features Intersected: ARROYO DEL HAMBRE,  Facility Carried by Structure: FERRY STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 2.8m (9.2ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 15.0m (49.2ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 25.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 15.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 28C0374,  Location: AT STONEMAN AVE (Lat: 38.004731,  Lng: -121.884850),  Route carried "on" structure: City street ,  Year Built: 1968,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 2,000 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 8,205 (year 2040),  Features Intersected: KIRKER CREEK,  Facility Carried by Structure: HARBOR ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 23.0m (75.5ft),  Skew: 24 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.0m (13.1ft)

Condition: Channel: Satisfactory,  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,  Waterway Adequacy: Better than present minimum 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: 28C044,  Location: AT SYCAMORE VALLEY RD (Lat: 37.813497,  Lng: -121.973750),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 0.80m (2.62ft),  Average Daily Traffic: 400 (year 1983),  Truck Traffic: 1%,  Average Future Daily Traffic: 869 (year 2040),  Features Intersected: SYCAMORE CREEK,  Facility Carried by Structure: TUNBRIDGE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.0m (39.4ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.9m (12.8ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 20.3m (66.6ft)

Condition: Channel: 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: Superior to present desirable criteria,  Waterway Adequacy: 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,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 28C0448,  Location: 0.1 MI S OF CENTRAL AVE (Lat: 38.023483,  Lng: -121.887017),  Route carried "on" structure: City street ,  Year Built: 1988,  Status: Open,  Structure Length: 7.73m (25.36ft),  Average Daily Traffic: 10,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 16,409 (year 2040),  Design Load: HS 20,  Features Intersected: UP RR,PARKSIDE,RAILROAD,  Facility Carried by Structure: RAILROAD AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 25.6m (84.0ft)

Condition: Deck: Poor,  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: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  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

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Structure Number: 28C046,  Location: AT PARR BLVD (Lat: 37.966550,  Lng: -122.373558),  Route carried "on" structure: County highway ,  Year Built: 1989,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 3.19m (10.47ft),  Average Daily Traffic: 32,244 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 31,641 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: SAN PABLO CREEK,  Facility Carried by Structure: RICHMOND PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 37.2m (122.0ft),  Skew: 31 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 36.9m (121.1ft),  Out-to-Out Width: 39.8m (130.6ft)

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

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Structure Number: 28C0468,  Location: 1.5 MI E BAILEY RD (Lat: 38.012867,  Lng: -121.914519),  Route carried "on" structure: City street ,  Year Built: 1976,  Status: Open,  Structure Length: 1.05m (3.44ft),  Average Daily Traffic: 7,500 (year 1991),  Truck Traffic: 2%,  Average Future Daily Traffic: 10,976 (year 2043),  Design Load: HS 20,  Features Intersected: CONTRA COSTA CANAL,  Facility Carried by Structure: WEST LELAND RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.9m (32.5ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 23.8m (78.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 58.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 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: 28C0496,  Location: 0.6 MI E OF HARBOR ST (Lat: 38.018247,  Lng: -121.869567),  Route carried "on" structure: County highway ,  Year Built: 1950,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 10,610 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 22,100 (year 2042),  Features Intersected: KIRKER CREEK,  Facility Carried by Structure: PITTSB-ANTIOCH HWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.6m (44.6ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.1m (13.5ft),  Curb-To-Curb Width: 13.6m (44.6ft),  Out-to-Out Width: 15.2m (49.9ft)

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

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Structure Number: 28C0497,  Location: 0.6 MI E OF HARBOR ST (Lat: 38.018125,  Lng: -121.868981),  Route carried "on" structure: County highway ,  Year Built: 2005,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 10,610 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 22,100 (year 2042),  Features Intersected: KIRKER CREEK,  Facility Carried by Structure: PITTSB-ANTIOCH HWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.6m (44.6ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 2.1m (6.9ft)

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: 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: 28 0203L,  Location: 04-CC-004-R20.10 (Lat: 38.019000,  Lng: -121.942289),  Route carried "under" structure: County highway ,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 15,000 (year 2017),  Truck Traffic: 7%,  Features Intersected: BAILEY ROAD,  Facility Carried by Structure: STATE ROUTE 4 WB
Minimum Vertical Clearance: 6.13m (20.11ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 39.6m (129.9ft)

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Structure Number: 28 0203R,  Location: 04-CC-004-R20.10 (Lat: 38.018622,  Lng: -121.942286),  Route carried "under" structure: County highway ,  Year Built: 1994,  Structure Length: 0. m,  Average Daily Traffic: 15,000 (year 2017),  Truck Traffic: 1%,  Features Intersected: BAILEY ROAD,  Facility Carried by Structure: STATE ROUTE 4 EB
Minimum Vertical Clearance: 5.10m (16.73ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 39.6m (129.9ft)

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Structure Number: 28 0314L,  Location: 04-CC-004-R18.76 (Lat: 38.023044,  Lng: -121.966017),  Route carried "under" structure: County highway ,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 27,237 (year 2017),  Truck Traffic: 7%,  Features Intersected: WILLOW PASS ROAD,  Facility Carried by Structure: STATE ROUTE 4 WB
Minimum Vertical Clearance: 7.13m (23.39ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 28.5m (93.5ft)

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Structure Number: 28 0314R,  Location: 04-CC-004-R18.76 (Lat: 38.022689,  Lng: -121.966144),  Route carried "under" structure: County highway ,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 27,237 (year 2017),  Truck Traffic: 2%,  Features Intersected: WILLOW PASS ROAD,  Facility Carried by Structure: STATE ROUTE 4 EB
Minimum Vertical Clearance: 5.38m (17.65ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 5,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 28.0m (91.9ft)

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Structure Number: 28 0319R,  Location: 04-CC-004-R19.96 (Lat: 38.018628,  Lng: -121.945222),  Route carried "under" structure: State highway 4,  Year Built: 1997,  Structure Length: 0. m,  Average Daily Traffic: 127,000 (year 2009),  Truck Traffic: 6%,  Features Intersected: STATE ROUTE 4 EB,  Facility Carried by Structure: PEDESTRIAN ACCESS
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 19.960,  Lanes under structure: 5,  Length of Maximum Span: 27.7m (90.9ft)

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Structure Number: 28 0320S,  Location: 04-CC-004-R19.98 (Lat: 38.018244,  Lng: -121.944658),  Route carried "under" structure: Ramp State highway 4,  Year Built: 1997,  Structure Length: 0. m,  Average Daily Traffic: 5,500 (year 2017),  Truck Traffic: 9%,  Features Intersected: E4-BAILEY RD OFF RAMP,  Facility Carried by Structure: BART ACCESS ROAD
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 19.980,  Lanes on structure: 3,  Lanes under structure: 1,  Material/Design: Concrete,  Design/Construction: Slab,  Length of Maximum Span: 12.0m (39.4ft)

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Structure Number: 28 0385,  Location: 04-CC-004-23.41-PIT (Lat: 38.015744,  Lng: -121.882939),  Route carried "under" structure: State highway 4,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 114,000 (year 2017),  Truck Traffic: 8%,  Features Intersected: STATE ROUTE 4,  Facility Carried by Structure: HARBOR STREET
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 23.410,  Lanes on structure: 5,  Lanes under structure: 9,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 49.5m (162.4ft)

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Structure Number: 28 0386,  Location: 04-CC-004-23.04-PIT (Lat: 38.017358,  Lng: -121.889528),  Route carried "under" structure: State highway 4,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 127,000 (year 2019),  Truck Traffic: 6%,  Features Intersected: STATE ROUTE 4,  Facility Carried by Structure: RAILROAD AVENUE
Minimum Vertical Clearance: 5.68m (18.64ft),  Kilometerpoint: 23.040,  Lanes on structure: 7,  Lanes under structure: 8,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 43.0m (141.1ft)

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Structure Number: 28 0394,  Location: 04-CC-004-24.31-PIT (Lat: 38.011806,  Lng: -121.867403),  Route carried "under" structure: State highway 4,  Year Built: 2014,  Structure Length: 0. m,  Average Daily Traffic: 114,000 (year 2017),  Truck Traffic: 8%,  Features Intersected: STATE ROUTE 4,  Facility Carried by Structure: LOVERIDGE ROAD
Minimum Vertical Clearance: 5.29m (17.36ft),  Kilometerpoint: 24.310,  Lanes on structure: 8,  Lanes under structure: 9,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 44.9m (147.3ft)

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Structure Number: 28C0037,  Location: 0.1 MI N OF N PARKSIDE DR (Lat: 38.027519,  Lng: -121.918003),  Route carried "under" structure: County highway ,  Year Built: 1918,  Structure Length: 0. m,  Average Daily Traffic: 14,099 (year 2002),  Truck Traffic: 6%,  Features Intersected: WILLOW PASS ROAD,  Facility Carried by Structure: BNSF,AMTRAK,UP RR
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 9.4m (30.8ft)

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Structure Number: 28C0038,  Location: 0.11 MI N/O N PARKSIDE DR (Lat: 38.027733,  Lng: -121.918064),  Route carried "under" structure: County highway ,  Year Built: 1918,  Structure Length: 0. m,  Average Daily Traffic: 14,099 (year 2002),  Truck Traffic: 6%,  Features Intersected: WILLOW PASS ROAD,  Facility Carried by Structure: BNSF,AMTRAK,UP RR
Minimum Vertical Clearance: 4.70m (15.42ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 9.4m (30.8ft)

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Structure Number: 28C004,  Location: 0.2 MI N OF CENTRAL AVE (Lat: 38.026242,  Lng: -121.881289),  Route carried "under" structure: City street ,  Year Built: 1925,  Structure Length: 0. m,  Average Daily Traffic: 7,933 (year 2016),  Truck Traffic: 1%,  Features Intersected: SOLARI STREET,  Facility Carried by Structure: BNSF RY & AMTRAK
Minimum Vertical Clearance: 4.22m (13.85ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 9.1m (29.9ft)

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Structure Number: 28C0045,  Location: 0.1 MI SW CENTRAL AVENUE (Lat: 38.021936,  Lng: -121.880467),  Route carried "under" structure: City street ,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 8,000 (year 2016),  Truck Traffic: 4%,  Features Intersected: HARBOR STREET,  Facility Carried by Structure: 14TH ST
Minimum Vertical Clearance: 5.74m (18.83ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 26.5m (86.9ft)

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Structure Number: 28C0165,  Location: OVER WILLOW PASS RD. (Lat: 38.026631,  Lng: -121.918272),  Route carried "under" structure: City street ,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 14,300 (year 2020),  Truck Traffic: 4%,  Features Intersected: RANGE ROAD,  Facility Carried by Structure: NORTH PARKSIDE DR
Minimum Vertical Clearance: 4.79m (15.72ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.8m (51.8ft)

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Structure Number: 28C0283,  Location: 0.1 MI S OF CENTRAL AVE (Lat: 38.021706,  Lng: -121.880594),  Route carried "under" structure: City street ,  Year Built: 1994,  Structure Length: 0. m,  Average Daily Traffic: 4,000 (year 2016),  Truck Traffic: 5%,  Features Intersected: HARBOR STREET,  Facility Carried by Structure: UP RR
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 0.000,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 12.0m (39.4ft)

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Structure Number: 28C0284,  Location: 0.2 MI N OF CENTRAL AVE (Lat: 38.025725,  Lng: -121.878919),  Route carried "under" structure: City street ,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 4,000 (year 2016),  Truck Traffic: 5%,  Features Intersected: HARBOR STREET,  Facility Carried by Structure: BNSF,UP RR,AMTRAK
Minimum Vertical Clearance: 4.94m (16.21ft),  Kilometerpoint: 0.000,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 13.7m (44.9ft)

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Structure Number: 28C0375,  Location: 0.2 MI W OF COLUMBIA ST (Lat: 38.021603,  Lng: -121.880653),  Route carried "under" structure: City street ,  Year Built: 1940,  Structure Length: 0. m,  Average Daily Traffic: 21,000 (year 2016),  Truck Traffic: 3%,  Features Intersected: HARBOR ST,  Facility Carried by Structure: PIPELINES
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 0.000,  Lanes under structure: 4,  Material/Design: Steel,  Length of Maximum Span: 12.0m (39.4ft)

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Structure Number: 28C0447,  Location: 0.1 MI N OF CENTRAL AVE (Lat: 38.026497,  Lng: -121.886219),  Route carried "under" structure: City street ,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 2020),  Truck Traffic: 5%,  Features Intersected: RAILROAD AVENUE,  Facility Carried by Structure: BNSF RY & AMTRAK
Minimum Vertical Clearance: 4.70m (15.42ft),  Kilometerpoint: 0.000,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 20.3m (66.6ft)