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

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Structure Number: 35 0019,  Location: 04-SM-101-7.13-RDWC (Lat: 37.500292,  Lng: -122.240336),  Route carried "on" structure: US 101,  Year Built: 1930,  Year Reconstructed: 1971,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 195,000 (year 2009),  Truck Traffic: 5%,  Average Future Daily Traffic: 256,126 (year 2039),  Design Load: H 15,  Features Intersected: CORDILLERAS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.130,  Lanes on structure: 10,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 38.4m (126.0ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  Culverts: Poor,  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: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.01m (3.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $1,269,000,  Roadway Improvement Cost: $253,000,  Total Project Cost: $2,132,000 ( Estimate for 2017)

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Structure Number: 35 0052,  Location: 04-SM-084-24.86-RDWC (Lat: 37.478889,  Lng: -122.220442),  Route carried "on" structure: State highway 84,  Year Built: 1965,  Status: Open,  Structure Length: 8.06m (26.44ft),  Average Daily Traffic: 43,000 (year 2009),  Truck Traffic: 3%,  Average Future Daily Traffic: 54,966 (year 2037),  Design Load: HS 20,  Features Intersected: CALTRAIN,UP RR,SHASTA ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.860,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 27.7m (90.9ft),  Skew: 39 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 35.4m (116.1ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 22.0m (72.2ft),  Out-to-Out Width: 28.7m (94.2ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 82.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.6 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 48 months,  Inspection Date: May 2020,  Other Special Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 35 0065,  Location: 04-SM-101-5.50-RDWC (Lat: 37.489717,  Lng: -122.214192),  Route carried "on" structure: US 101,  Year Built: 1958,  Year Reconstructed: 1972,  Status: Open,  Structure Length: 4.02m (13.19ft),  Average Daily Traffic: 195,000 (year 2009),  Truck Traffic: 5%,  Average Future Daily Traffic: 256,126 (year 2039),  Design Load: H 20,  Features Intersected: UP RR SPUR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.500,  Lanes on structure: 11,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 42.1m (138.1ft),  Skew: 34 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 59.4m (194.9ft),  Out-to-Out Width: 65.8m (215.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 59.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 46.0 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 35 0065F,  Location: 04-SM-101-5.50-RDWC (Lat: 37.488692,  Lng: -122.214525),  Route carried "on" structure: Ramp US 101,  Year Built: 1972,  Status: Open,  Structure Length: 11.77m (38.62ft),  Average Daily Traffic: 12,200 (year 1998),  Truck Traffic: 2%,  Average Future Daily Traffic: 27,323 (year 2043),  Design Load: HS 20+Mod,  Features Intersected: UP RR SPUR & VETERANS BL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.500,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 24.7m (81.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 86.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 35 0083,  Location: 04-SM-101-5.39-RDWC (Lat: 37.489067,  Lng: -122.212325),  Route carried "on" structure: US 101,  Year Built: 1958,  Year Reconstructed: 1972,  Status: Open,  Structure Length: 4.58m (15.03ft),  Average Daily Traffic: 199,000 (year 2009),  Truck Traffic: 4%,  Average Future Daily Traffic: 251,547 (year 2039),  Design Load: H 20,  Features Intersected: SR 84 (WOODSIDE ROAD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.390,  Lanes on structure: 9,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 56.1m (184.1ft),  Skew: 32 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 55.5m (182.1ft),  Out-to-Out Width: 63.4m (208.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 35 0087,  Location: 04-SM-101-5.88-RDWC (Lat: 37.491881,  Lng: -122.220789),  Route carried "on" structure: City street ,  Year Built: 1958,  Status: Open,  Structure Length: 5.27m (17.29ft),  Average Daily Traffic: 5,960 (year 2004),  Truck Traffic: 3%,  Average Future Daily Traffic: 13,348 (year 2043),  Design Load: HS 20,  Features Intersected: US HIGHWAY 101,  Facility Carried by Structure: MAPLE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.4m (83.3ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 53.8 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: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 35 0121,  Location: 04-SM-101-21.80-SSF (Lat: 37.651456,  Lng: -122.406619),  Route carried "on" structure: US 101,  Year Built: 1948,  Year Reconstructed: 1969,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 188,000 (year 2009),  Truck Traffic: 4%,  Average Future Daily Traffic: 267,887 (year 2039),  Design Load: HS 20,  Features Intersected: UP RR SPUR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.800,  Lanes on structure: 9,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 43.3m (142.1ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.5m (54.1ft),  Curb-To-Curb Width: 42.7m (140.1ft),  Out-to-Out Width: 43.9m (144.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 64.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.6 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 35 0122,  Location: 04-SM-101-6.62-RDWC (Lat: 37.496081,  Lng: -122.233081),  Route carried "on" structure: City street D052,  Year Built: 1958,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 5.27m (17.29ft),  Average Daily Traffic: 201,000 (year 2000),  Truck Traffic: 7%,  Average Future Daily Traffic: 399,464 (year 2041),  Design Load: HS 20,  Features Intersected: US HIGHWAY 101,  Facility Carried by Structure: WHIPPLE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.3m (83.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 23.6m (77.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 40.2 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: 23.0 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: 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: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 35 014,  Location: 04-SM-101-11.67-SM (Lat: 37.550767,  Lng: -122.293450),  Route carried "on" structure: US 101,  Year Built: 1954,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 195,000 (year 2009),  Truck Traffic: 5%,  Average Future Daily Traffic: 265,675 (year 2043),  Design Load: HS 20,  Features Intersected: BOREL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.670,  Lanes on structure: 11,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 78.6m (257.9ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 78.6m (257.9ft),  Out-to-Out Width: 79.9m (262.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 35 0145,  Location: 04-SM-101-6.20-RDWC (Lat: 37.494347,  Lng: -122.225519),  Route carried "on" structure: US 101,  Year Built: 1958,  Year Reconstructed: 1972,  Status: Open,  Structure Length: 11.40m (37.40ft),  Average Daily Traffic: 195,000 (year 2009),  Truck Traffic: 5%,  Average Future Daily Traffic: 256,126 (year 2039),  Design Load: HS 20,  Features Intersected: REDWOOD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.200,  Lanes on structure: 10,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 48.6m (159.4ft),  Skew: 32 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 48.6m (159.4ft),  Out-to-Out Width: 50.0m (164.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 38.9 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: 30.1 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: 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: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 35 0250R,  Location: 04-SM-280-6.65 (Lat: 37.468414,  Lng: -122.292014),  Route carried "on" structure: Interstate 280,  Year Built: 1973,  Status: Open,  Structure Length: 6.12m (20.08ft),  Average Daily Traffic: 55,500 (year 2009),  Truck Traffic: 3%,  Average Future Daily Traffic: 169,818 (year 2038),  Features Intersected: EDGEWOOD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.650,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.6m (100.4ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 21.2m (69.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 73.2 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: 56.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 35 0277L,  Location: 04-SM-280-R6.99 (Lat: 37.465514,  Lng: -122.291097),  Route carried "on" structure: Interstate 280,  Year Built: 1973,  Status: Open,  Structure Length: 3.49m (11.45ft),  Average Daily Traffic: 50,000 (year 2009),  Truck Traffic: 3%,  Average Future Daily Traffic: 67,280 (year 2038),  Design Load: HS 20,  Features Intersected: SERVICE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.990,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 34.1m (111.9ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 21.2m (69.6ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 84.9 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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 35 0277R,  Location: 04-SM-280-R6.99 (Lat: 37.465569,  Lng: -122.290775),  Route carried "on" structure: Interstate 280,  Year Built: 1973,  Status: Open,  Structure Length: 3.46m (11.35ft),  Average Daily Traffic: 50,000 (year 2009),  Truck Traffic: 3%,  Average Future Daily Traffic: 80,658 (year 2038),  Design Load: HS 20,  Features Intersected: SERVICE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.990,  Lanes on structure: 5,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.8m (110.9ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 24.3m (79.7ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 83.6 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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 35 0331L,  Location: 04-SM-001-R39.93-PFA (Lat: 37.582739,  Lng: -122.509747),  Route carried "on" structure: State highway 1,  Year Built: 2009,  Status: Open,  Structure Length: 29.64m (97.24ft),  Average Daily Traffic: 14,500 (year 2009),  Truck Traffic: 1%,  Average Future Daily Traffic: 40,738 (year 2037),  Design Load: HS 20,  Features Intersected: DEVIL SLIDE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.930,  Lanes on structure: 1,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 7.8m (25.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Segmental Box Girder,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 135.0m (442.9ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 8.9m (29.2ft)

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 replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 35 0337,  Location: 04-SM-101-9.60-RDWC (Lat: 37.527697,  Lng: -122.269378),  Route carried "on" structure: Business City street ,  Year Built: 2004,  Status: Open,  Structure Length: 2.26m (7.41ft),  Average Daily Traffic: 2,500 (year 2011),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,217 (year 2043),  Design Load: HS 20,  Features Intersected: MARINE PKWY TO NB 101,  Facility Carried by Structure: ISLAND PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 25.1m (82.3ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.6m (74.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 22.6m (74.1ft),  Out-to-Out Width: 25.1m (82.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 35C0013,  Location: BTWN MAIN ST & JEFFSN AVE (Lat: 37.488600,  Lng: -122.227169),  Route carried "on" structure: City street ,  Year Built: 1966,  Status: Open,  Structure Length: 0.97m (3.18ft),  Average Daily Traffic: 2,000 (year 2015),  Truck Traffic: 15%,  Average Future Daily Traffic: 1,087 (year 2040),  Design Load: H 20,  Features Intersected: REDWOOD CREEK,  Facility Carried by Structure: BRADFORD ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 22.0m (72.2ft)

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: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 35C0033,  Location: @ VETERANS BLVD (Lat: 37.489408,  Lng: -122.226425),  Route carried "on" structure: City street ,  Year Built: 1989,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 9,000 (year 2018),  Truck Traffic: 15%,  Average Future Daily Traffic: 5,292 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: REDWOOD CREEK,  Facility Carried by Structure: MAIN 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: 17.6m (57.7ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 17.6m (57.7ft),  Out-to-Out Width: 20.6m (67.6ft)

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

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Structure Number: 35C0034,  Location: EAST OF MAIN ST (Lat: 37.489814,  Lng: -122.226075),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 3.63m (11.91ft),  Average Daily Traffic: 26,000 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 36,827 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: REDWOOD CREEK,  Facility Carried by Structure: VETERANS BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 18.6m (61.0ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 31.7m (104.0ft),  Out-to-Out Width: 31.7m (104.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 35C0073,  Location: EAST OF S.H. 101 (Lat: 37.527714,  Lng: -122.267878),  Route carried "on" structure: City street ,  Year Built: 1968,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 8,200 (year 2010),  Truck Traffic: 10%,  Average Future Daily Traffic: 10,688 (year 2040),  Features Intersected: BELMONT SLOUGH,  Facility Carried by Structure: MARINE PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 11,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 34.4m (112.9ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.4m (11.2ft),  Curb-To-Curb Width: 34.4m (112.9ft),  Out-to-Out Width: 34.4m (112.9ft)

Condition: Channel: 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: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020

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Structure Number: 35C0074L,  Location: EAST OF MARINE PKWY (Lat: 37.528878,  Lng: -122.254350),  Route carried "on" structure: City street ,  Year Built: 1971,  Status: Open,  Structure Length: 25.91m (85.01ft),  Average Daily Traffic: 1,000 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,332 (year 2040),  Design Load: HS 20,  Features Intersected: REDWOOD SHORES LAGOON,  Facility Carried by Structure: BRIDGE DR PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 11,  Number Of Approach Spans: 2,  Length of Maximum Span: 24.4m (80.1ft),  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: 9.1m (29.9ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 33.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 25.91m (85.01ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 2020,  Underwater Inspection Date: July 2020,  Bridge Improvement Cost: $2,369,000,  Roadway Improvement Cost: $473,000,  Total Project Cost: $3,979,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 35C0074R,  Location: EAST OF MARINE PKWY (Lat: 37.528961,  Lng: -122.254250),  Route carried "on" structure: City street ,  Year Built: 1971,  Status: Open,  Structure Length: 25.91m (85.01ft),  Average Daily Traffic: 2,600 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 5,632 (year 2042),  Design Load: HS 20,  Features Intersected: REDWOOD SHORES LAGOON,  Facility Carried by Structure: BRIDGE DR PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 11,  Number Of Approach Spans: 2,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 33.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 25.91m (85.01ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 2020,  Underwater Inspection Date: July 2020,  Bridge Improvement Cost: $5,448,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 35C0128,  Location: NORTH LATHROP ST (Lat: 37.482119,  Lng: -122.226344),  Route carried "on" structure: City street ,  Year Built: 1919,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 2,350 (year 2010),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,087 (year 2040),  Features Intersected: REDWOOD CREEK,  Facility Carried by Structure: MAPLE ST
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: 6 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Channel: Very good,  Operating Rating: 41.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 35C0129,  Location: WEST OF MAPLE ST (Lat: 37.482672,  Lng: -122.226353),  Route carried "on" structure: City street ,  Year Built: 1989,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 100 (year 2018),  Average Future Daily Traffic: 261 (year 2042),  Features Intersected: REDWOOD CREEK,  Facility Carried by Structure: PENNSYLVANIA,UP RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 4.6m (15.1ft),  Skew: 6 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.0m (23.0ft),  Curb-To-Curb Width: 6.5m (21.3ft),  Out-to-Out Width: 6.5m (21.3ft)

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 desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 35C0153,  Location: SOUTH OF MAPLE ST (Lat: 37.481381,  Lng: -122.226097),  Route carried "on" structure: City street ,  Year Built: 1955,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 9,000 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 10,688 (year 2040),  Features Intersected: REDWOOD CREEK,  Facility Carried by Structure: LATHROP ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

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: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 35C0169,  Location: WEST OF MAPLE ST (Lat: 37.484092,  Lng: -122.227022),  Route carried "on" structure: City street ,  Year Built: 1989,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 14,000 (year 2016),  Truck Traffic: 2%,  Average Future Daily Traffic: 17,811 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: REDWOOD CREEK,  Facility Carried by Structure: MIDDLEFIELD RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.6m (61.0ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.0m (13.1ft),  Curb-To-Curb Width: 18.6m (61.0ft),  Out-to-Out Width: 19.2m (63.0ft)

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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 35C019,  Location: 0.1 MI. W. OF PORTOLA RD (Lat: 37.395458,  Lng: -122.247764),  Route carried "on" structure: City street ,  Year Built: 1924,  Status: Open,  Structure Length: 0.90m (2.95ft),  Average Daily Traffic: 120 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 136 (year 2038),  Features Intersected: DRAINAGE SWALE,  Facility Carried by Structure: OLD LA HONDA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.0m (26.2ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 6.4m (21.0ft),  Out-to-Out Width: 6.4m (21.0ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Poor,  Channel: Excellent,  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: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.90m (2.95ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $131,000,  Roadway Improvement Cost: $26,000,  Total Project Cost: $220,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 35C0192,  Location: 0.1 M. N. OF MARINE PKWY (Lat: 37.527697,  Lng: -122.269375),  Route carried "on" structure: Business City street ,  Year Built: 2004,  Status: Open,  Structure Length: 7.99m (26.21ft),  Average Daily Traffic: 2,500 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,081 (year 2042),  Design Load: HS 20,  Features Intersected: AUTOBAHN MOTORS,  Facility Carried by Structure: ISLAND PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 25.1m (82.3ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 25.1m (82.3ft),  Out-to-Out Width: 25.1m (82.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  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: 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: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 35 0065F,  Location: 04-SM-101-5.50-RDWC (Lat: 37.488692,  Lng: -122.214525),  Route carried "under" structure: City street D001,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 22,600 (year 2004),  Truck Traffic: 2%,  Features Intersected: UP RR SPUR & VETERANS BL,  Facility Carried by Structure: S101-S84 CONNECTOR
Minimum Vertical Clearance: 4.70m (15.42ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 24.7m (81.0ft)

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Structure Number: 35 0081G,  Location: 04-SM-101-5.39-RDWC (Lat: 37.490100,  Lng: -122.211608),  Route carried "under" structure: City street D345,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 1,210 (year 1998),  Truck Traffic: 1%,  Features Intersected: WOODSIDE ROAD,  Facility Carried by Structure: N101-S84 CONNECTOR
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 14.6m (47.9ft)

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Structure Number: 35 0083,  Location: 04-SM-101-5.39-RDWC (Lat: 37.489067,  Lng: -122.212325),  Route carried "under" structure: State highway 84,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 43,000 (year 2009),  Truck Traffic: 3%,  Features Intersected: SR 84 (WOODSIDE ROAD),  Facility Carried by Structure: U.S. HIGHWAY 101
Minimum Vertical Clearance: 4.39m (14.40ft),  Kilometerpoint: 25.710,  Lanes on structure: 9,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.9m (75.1ft)

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Structure Number: 35 0087,  Location: 04-SM-101-5.88-RDWC (Lat: 37.491881,  Lng: -122.220789),  Route carried "under" structure: US 101,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 195,000 (year 2009),  Truck Traffic: 5%,  Features Intersected: US HIGHWAY 101,  Facility Carried by Structure: MAPLE STREET
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 5.880,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 25.4m (83.3ft)

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Structure Number: 35 0093,  Location: 04-SM-084-24.68-RDWC (Lat: 37.476442,  Lng: -122.221806),  Route carried "under" structure: State highway 82,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 35,250 (year 2009),  Truck Traffic: 2%,  Features Intersected: SR 82 - EL CAMINO REAL,  Facility Carried by Structure: STATE ROUTE 84
Minimum Vertical Clearance: 4.70m (15.42ft),  Kilometerpoint: 3.440,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.0m (62.3ft)

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Structure Number: 35 0122,  Location: 04-SM-101-6.62-RDWC (Lat: 37.496081,  Lng: -122.233081),  Route carried "under" structure: US 101,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 195,000 (year 2009),  Truck Traffic: 5%,  Features Intersected: US HIGHWAY 101,  Facility Carried by Structure: WHIPPLE AVENUE
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 6.620,  Lanes on structure: 4,  Lanes under structure: 10,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.3m (83.0ft)

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Structure Number: 35 0250L,  Location: 04-SM-280-6.65 (Lat: 37.468239,  Lng: -122.292233),  Route carried "under" structure: County highway D310,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 3,500 (year 1998),  Truck Traffic: 2%,  Features Intersected: EDGEWOOD ROAD,  Facility Carried by Structure: INTERSTATE 280 SB
Minimum Vertical Clearance: 5.56m (18.24ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 30.4m (99.7ft)

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Structure Number: 35 0250R,  Location: 04-SM-280-6.65 (Lat: 37.468414,  Lng: -122.292014),  Route carried "under" structure: County highway D310,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 3,500 (year 2003),  Truck Traffic: 2%,  Features Intersected: EDGEWOOD ROAD,  Facility Carried by Structure: INTERSTATE 280 NB
Minimum Vertical Clearance: 6.05m (19.85ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 30.6m (100.4ft)

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Structure Number: 35 0251,  Location: 04-SM-084-25.13-RDWC (Lat: 37.482028,  Lng: -122.218442),  Route carried "under" structure: State highway 84,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 43,000 (year 2009),  Truck Traffic: 3%,  Features Intersected: STATE ROUTE 84,  Facility Carried by Structure: PEDESTRIAN WALKWAY
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 25.130,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 65.8m (215.9ft)

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Structure Number: 35 0337,  Location: 04-SM-101-9.60-RDWC (Lat: 37.527697,  Lng: -122.269378),  Route carried "under" structure: Ramp US 101,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2011),  Truck Traffic: 3%,  Features Intersected: MARINE PKWY TO NB 101,  Facility Carried by Structure: ISLAND PARKWAY
Minimum Vertical Clearance: 5.20m (17.06ft),  Kilometerpoint: 9.600,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Length of Maximum Span: 22.6m (74.1ft)