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


  • National Bridge Inventory (NBI) Statistics
  • 700Number of bridges
  • 10,597ft / 3,230mTotal length
  • $306,627,000Total costs
  • 32,333,959Total average daily traffic
  • 1,483,939Total average daily truck traffic
  • 24,374,048Total future (year 2034) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for San Jose
  • No street view available for this location

New bridges in San Jose, CA - historical statistics
  • New bridges - historical statistics
  • 11900-1909
  • 61910-1919
  • 151920-1929
  • 101930-1939
  • 131940-1949
  • 301950-1959
  • 931960-1969
  • 2061970-1979
  • 811980-1989
  • 1901990-1999
  • 492000-2009
  • 62010-2018
Reconstructed bridges in San Jose, CA - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 11930-1939
  • 01940-1949
  • 51950-1959
  • 71960-1969
  • 121970-1979
  • 101980-1989
  • 291990-1999
  • 222000-2009
Average Bridge Daily Traffic in San Jose, CA
Average Bridge Truck Traffic in San Jose, CA
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 9.7%Very good
  • 58.4%Good
  • 3.7%Satisfactory
  • 20.9%Fair
  • 7.3%Poor
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 15.1%Very good
  • 68.0%Good
  • 2.1%Satisfactory
  • 11.2%Fair
  • 3.6%Poor
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 14.3%Very good
  • 75.0%Good
  • 10.2%Fair
  • 0.5%Critical
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 6.5%Excellent
  • 29.3%Very good
  • 33.0%Good
  • 21.4%Satisfactory
  • 6.5%Fair
  • 2.3%Poor
  • 0.9%Serious
  • 0.5%Critical
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 7.7%Very good
  • 71.8%Good
  • 15.4%Satisfactory
  • 5.1%Poor
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Structure Number: 37 0030L,  Location: 04-SCL-152-R28.17 (Lat: 37.032344,  Lng: -121.323731),  Route carried "on" structure: State highway 152,  Year Built: 1989,  Status: Open,  Structure Length: 4.28m (14.04ft),  Average Daily Traffic: 15,375 (year 2009),  Truck Traffic: 16%,  Average Future Daily Traffic: 26,562 (year 2034),  Design Load: HS 20+Mod,  Features Intersected: CEDAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.817,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 119.0m (390.4ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.8m (58.4ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.7m (41.7ft)

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: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2016,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 37 0037,  Location: 04-SCL-101-40.19-SJS (Lat: 37.375131,  Lng: -121.932478),  Route carried "on" structure: US 101,  Year Built: 1937,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 4.33m (14.21ft),  Average Daily Traffic: 134,000 (year 2009),  Truck Traffic: 4%,  Average Future Daily Traffic: 213,576 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: GUADALUPE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.019,  Lanes on structure: 11,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 5.3m (17.4ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 52.1m (170.9ft),  Out-to-Out Width: 53.1m (174.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 30.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 23.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: 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: Febuary 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 37 0037S,  Location: 04-SCL-101-40.19-SJS (Lat: 37.375308,  Lng: -121.932436),  Route carried "on" structure: Ramp US 101,  Year Built: 2005,  Status: Open,  Structure Length: 5.36m (17.59ft),  Average Daily Traffic: 14,200 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 18,168 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: GUADALUPE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.019,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 1.5m (4.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.1m (85.6ft),  Curb-To-Curb Width: 14.4m (47.2ft),  Out-to-Out Width: 15.3m (50.2ft)

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: 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: Febuary 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 37 0039,  Location: 04-SCL-101-36.69-SJS (Lat: 37.359883,  Lng: -121.873439),  Route carried "on" structure: US 101,  Year Built: 1940,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 150,000 (year 2009),  Truck Traffic: 7%,  Average Future Daily Traffic: 165,344 (year 2038),  Design Load: H 15,  Features Intersected: COYOTE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.669,  Lanes on structure: 8,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 4.4m (14.4ft),  Skew: 33 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 4.3m (14.1ft),  Out-to-Out Width: 44.7m (146.7ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 25.3 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: 19.4 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: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 37 004,  Location: 04-SCL-101-51.37-PA (Lat: 37.440089,  Lng: -122.113442),  Route carried "on" structure: US 101,  Year Built: 1960,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 2.58m (8.46ft),  Average Daily Traffic: 187,000 (year 2009),  Truck Traffic: 6%,  Average Future Daily Traffic: 249,671 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: MATADERO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.137,  Lanes on structure: 8,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 466.0m (1,528.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 12.1m (39.7ft),  Curb-To-Curb Width: 46.6m (152.9ft),  Out-to-Out Width: 48.1m (157.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 63.5 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2018,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 37 0048,  Location: 04-SCL-101-R35.76-SJS (Lat: 37.349608,  Lng: -121.861958),  Route carried "on" structure: City street ,  Year Built: 1993,  Status: Open,  Structure Length: 7.07m (23.20ft),  Average Daily Traffic: 28,500 (year 2009),  Truck Traffic: 2%,  Average Future Daily Traffic: 43,969 (year 2036),  Design Load: HS 20,  Features Intersected: U.S. HIGHWAY 101,  Facility Carried by Structure: E SANTA CLARA ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 2.7m (8.9ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.6m (11.8ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 26.5m (86.9ft),  Out-to-Out Width: 32.6m (107.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 71.30m (233.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2016,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 37 0048,  Location: 04-SCL-101-R35.76-SJS (Lat: 37.349608,  Lng: -121.861958),  Route carried "under" structure: US 101,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 150,000 (year 2009),  Truck Traffic: 7%,  Features Intersected: U.S. HIGHWAY 101,  Facility Carried by Structure: E SANTA CLARA ST
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 3.576,  Lanes on structure: 6,  Lanes under structure: 10,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 3.6m (11.8ft)

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Structure Number: 37 0050G,  Location: 04-SCL-280-L5.40-SJS (Lat: 37.318131,  Lng: -121.938375),  Route carried "on" structure: Ramp Interstate 280,  Year Built: 1971,  Status: Open,  Structure Length: 3.56m (11.68ft),  Average Daily Traffic: 28,000 (year 2002),  Truck Traffic: 3%,  Average Future Daily Traffic: 43,857 (year 2035),  Design Load: HS 20,  Features Intersected: I 280,SR 17,CONNS,MOORPK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.054,  Lanes on structure: 2,  Lanes under structure: 22,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 119.0m (390.4ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 47.4m (155.5ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 58.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 31.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  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,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2017,  Critical Feature Inspection Date: January 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 37 0050G,  Location: 04-SCL-280-L5.40-SJS (Lat: 37.318131,  Lng: -121.938375),  Route carried "under" structure: Interstate 880,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 153,000 (year 1998),  Truck Traffic: 6%,  Features Intersected: I 280,SR 17,CONNS,MOORPK,  Facility Carried by Structure: N280-S17 CONNECTOR
Minimum Vertical Clearance: 0.05m (0.16ft),  Kilometerpoint: 0.002,  Lanes on structure: 2,  Lanes under structure: 7,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 47.4m (155.5ft)

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Structure Number: 37 0050G,  Location: 04-SCL-280-L5.40-SJS (Lat: 37.318131,  Lng: -121.938375),  Route carried "under" structure: Ramp Interstate 17,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 16,100 (year 2002),  Truck Traffic: 6%,  Features Intersected: I 280,SR 17,CONNS,MOORPK
Minimum Vertical Clearance: 5.38m (17.65ft),  Kilometerpoint: 1.393,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 47.4m (155.5ft)

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Structure Number: 37 0050G,  Location: 04-SCL-280-L5.40-SJS (Lat: 37.318131,  Lng: -121.938375),  Route carried "under" structure: Ramp Interstate 280,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 17,000 (year 2002),  Truck Traffic: 3%,  Features Intersected: I 280,SR 17,CONNS,MOORPK
Minimum Vertical Clearance: 5.94m (19.49ft),  Kilometerpoint: 0.531,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 47.4m (155.5ft)

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Structure Number: 37 0050G,  Location: 04-SCL-280-L5.40-SJS (Lat: 37.318131,  Lng: -121.938375),  Route carried "under" structure: Ramp State highway 17,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 23,200 (year 2001),  Truck Traffic: 6%,  Features Intersected: I 280,SR 17,CONNS,MOORPK
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 0.003,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 47.4m (155.5ft)

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Structure Number: 37 0050G,  Location: 04-SCL-280-L5.40-SJS (Lat: 37.318131,  Lng: -121.938375),  Route carried "under" structure: City street C037,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 22,700 (year 2002),  Truck Traffic: 3%,  Features Intersected: I 280,SR 17,CONNS,MOORPK,  Facility Carried by Structure: N280-S17 CONNECTOR
Minimum Vertical Clearance: 7.28m (23.88ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 47.4m (155.5ft)

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Structure Number: 37 0080L,  Location: 04-SCL-237-R0.99-MVW (Lat: 37.387219,  Lng: -122.058236),  Route carried "on" structure: State highway 237,  Year Built: 1964,  Status: Open,  Structure Length: 12.86m (42.19ft),  Average Daily Traffic: 34,000 (year 2009),  Truck Traffic: 6%,  Average Future Daily Traffic: 49,799 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: CALTRAIN,UP RR,CENTRAL,
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.099,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 25.6m (84.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 1.3m (4.3ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 31.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 22.4 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: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 128.60m (421.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2017,  Bridge Improvement Cost: $1,672,000,  Roadway Improvement Cost: $334,000,  Total Project Cost: $2,808,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 37 0084K,  Location: 04-SCL-237-8.72-SJS (Lat: 37.422889,  Lng: -121.926714),  Route carried "on" structure: Ramp State highway 237,  Year Built: 2000,  Status: Open,  Structure Length: 1.27m (4.17ft),  Average Daily Traffic: 6,000 (year 2003),  Truck Traffic: 9%,  Average Future Daily Traffic: 16,086 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: COYOTE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.872,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 144.0m (472.4ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.8m (15.7ft),  Curb-To-Curb Width: 14.4m (47.2ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very 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: Equal to present desirable 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: April 2016,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 37 0084L,  Location: 04-SCL-237-8.72-SJS (Lat: 37.422661,  Lng: -121.926967),  Route carried "on" structure: State highway 237,  Year Built: 1961,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 5.92m (19.42ft),  Average Daily Traffic: 62,500 (year 2009),  Truck Traffic: 6%,  Average Future Daily Traffic: 76,768 (year 2034),  Design Load: HS 20+Mod,  Features Intersected: COYOTE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.872,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 186.0m (610.2ft),  Skew: 5 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.5m (77.1ft),  Curb-To-Curb Width: 18.6m (61.0ft),  Out-to-Out Width: 19.7m (64.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very 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: Equal to present desirable 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: April 2016,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 37 0084R,  Location: 04-SCL-237-8.72-SJS (Lat: 37.422419,  Lng: -121.927322),  Route carried "on" structure: State highway 237,  Year Built: 1972,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 5.91m (19.39ft),  Average Daily Traffic: 62,500 (year 2009),  Truck Traffic: 6%,  Average Future Daily Traffic: 76,768 (year 2034),  Design Load: HS 20,  Features Intersected: COYOTE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.872,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 201.0m (659.4ft),  Skew: 5 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.5m (77.1ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 21.2m (69.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2016,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 37 0084S,  Location: 04-SCL-237-8.72-SJS (Lat: 37.422239,  Lng: -121.927706),  Route carried "on" structure: Ramp State highway 237,  Year Built: 2000,  Status: Open,  Structure Length: 0.81m (2.66ft),  Average Daily Traffic: 5,000 (year 2003),  Truck Traffic: 9%,  Average Future Daily Traffic: 6,434 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: COYOTE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.872,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 82.0m (269.0ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.1m (102.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2016,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 37 0092,  Location: 04-SCL-082-25.88-PA (Lat: 37.443308,  Lng: -122.164064),  Route carried "on" structure: City street ,  Year Built: 1940,  Status: Open,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 24,900 (year 2003),  Truck Traffic: 2%,  Average Future Daily Traffic: 36,669 (year 2036),  Design Load: H 15,  Features Intersected: STATE ROUTE 82,  Facility Carried by Structure: UNIVERSITY AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 226.0m (741.5ft),  Skew: 22 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 14.2m (46.6ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 21.4m (70.2ft),  Out-to-Out Width: 28.3m (92.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Very good,  Operating Rating: 37.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 2.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 44.50m (146.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2016,  Bridge Improvement Cost: $1,257,000,  Roadway Improvement Cost: $251,000,  Total Project Cost: $2,111,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 37 0097,  Location: 04-SCL-101-36.37-SJS (Lat: 37.356617,  Lng: -121.868900),  Route carried "on" structure: US 101,  Year Built: 1957,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 1.93m (6.33ft),  Average Daily Traffic: 174,000 (year 1998),  Truck Traffic: 7%,  Average Future Daily Traffic: 299,062 (year 2035),  Design Load: HS 20,  Features Intersected: SILVER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.637,  Lanes on structure: 9,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 463.0m (1,519.0ft),  Skew: 31 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.3m (20.7ft),  Curb-To-Curb Width: 4.6m (15.1ft),  Out-to-Out Width: 47.7m (156.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Very good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 37 01,  Location: 04-SCL-280-L5.17-SJS (Lat: 37.317111,  Lng: -121.935986),  Route carried "on" structure: County highway ,  Year Built: 1972,  Status: Open,  Structure Length: 8.26m (27.10ft),  Average Daily Traffic: 4,500 (year 1998),  Truck Traffic: 2%,  Average Future Daily Traffic: 7,143 (year 2035),  Design Load: HS 20,  Features Intersected: INTERSTATE 280,  Facility Carried by Structure: MAC ARTHUR AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 13,  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.4m (103.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 50.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 35.6 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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 37 01,  Location: 04-SCL-280-L5.17-SJS (Lat: 37.317111,  Lng: -121.935986),  Route carried "under" structure: Ramp Interstate 280,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 28,000 (year 2002),  Truck Traffic: 3%,  Features Intersected: INTERSTATE 280,  Facility Carried by Structure: MAC ARTHUR AVENUE
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 0.518,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 31.4m (103.0ft)

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Structure Number: 37 01,  Location: 04-SCL-280-L5.17-SJS (Lat: 37.317111,  Lng: -121.935986),  Route carried "under" structure: Interstate 280,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 203,000 (year 2009),  Truck Traffic: 3%,  Features Intersected: INTERSTATE 280,  Facility Carried by Structure: MAC ARTHUR AVENUE
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 0.517,  Lanes on structure: 2,  Lanes under structure: 11,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 31.4m (103.0ft)

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Structure Number: 37 0102R,  Location: 04-SCL-101-29.83 (Lat: 37.278306,  Lng: -121.805925),  Route carried "on" structure: US 101,  Year Built: 1947,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 12.28m (40.29ft),  Average Daily Traffic: 64,000 (year 2009),  Truck Traffic: 9%,  Average Future Daily Traffic: 93,822 (year 2038),  Design Load: HS 20,  Features Intersected: COYOTE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.983,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 2.1m (6.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 20.8m (68.2ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 5.9 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: 43.4 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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2017,  Critical Feature Inspection Date: June 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 37 0108L,  Location: 04-SCL-101-29.72-SJS (Lat: 37.276872,  Lng: -121.805356),  Route carried "on" structure: US 101,  Year Built: 1947,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 4.02m (13.19ft),  Average Daily Traffic: 64,000 (year 2009),  Truck Traffic: 9%,  Average Future Daily Traffic: 93,822 (year 2038),  Design Load: HS 20,  Features Intersected: COYOTE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.972,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 2.1m (6.9ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.8m (51.8ft),  Curb-To-Curb Width: 20.8m (68.2ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 37 0108L,  Location: 04-SCL-101-29.72-SJS (Lat: 37.276872,  Lng: -121.805356),  Route carried "under" structure: City street C284,  Year Built: 1947,  Structure Length: 0. m,  Average Daily Traffic: 1,200 (year 1998),  Truck Traffic: 5%,  Features Intersected: COYOTE ROAD,  Facility Carried by Structure: SB US HIGHWAY 101
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.8m (51.8ft)

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Structure Number: 37 0108R,  Location: 04-SCL-101-29.72-SJS (Lat: 37.276753,  Lng: -121.805000),  Route carried "on" structure: US 101,  Year Built: 1947,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 4.02m (13.19ft),  Average Daily Traffic: 64,000 (year 2009),  Truck Traffic: 9%,  Average Future Daily Traffic: 93,822 (year 2038),  Design Load: HS 20,  Features Intersected: COYOTE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.972,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 2.1m (6.9ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.8m (51.8ft),  Curb-To-Curb Width: 20.8m (68.2ft),  Out-to-Out Width: 21.9m (71.9ft)

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: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 37 0108R,  Location: 04-SCL-101-29.72-SJS (Lat: 37.276753,  Lng: -121.805000),  Route carried "under" structure: City street C284,  Year Built: 1947,  Structure Length: 0. m,  Average Daily Traffic: 1,200 (year 1998),  Truck Traffic: 5%,  Features Intersected: COYOTE ROAD,  Facility Carried by Structure: NB US HIGHWAY 101
Minimum Vertical Clearance: 0.51m (1.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.8m (51.8ft)

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Structure Number: 37 0113,  Location: 04-SCL-101-37.41-SJS (Lat: 37.362142,  Lng: -121.885833),  Route carried "on" structure: City street ,  Year Built: 1993,  Status: Open,  Structure Length: 6.29m (20.64ft),  Average Daily Traffic: 15,564 (year 1999),  Truck Traffic: 1%,  Average Future Daily Traffic: 21,024 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: U.S. HIGHWAY 101,  Facility Carried by Structure: EAST HEDDING ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 223.0m (731.6ft),  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: 30.8m (101.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 2.1m (6.9ft),  Out-to-Out Width: 25.9m (85.0ft)

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: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 37 0113,  Location: 04-SCL-101-37.41-SJS (Lat: 37.362142,  Lng: -121.885833),  Route carried "under" structure: US 101,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 180,000 (year 2009),  Truck Traffic: 5%,  Features Intersected: U.S. HIGHWAY 101,  Facility Carried by Structure: EAST HEDDING ST
Minimum Vertical Clearance: 5.51m (18.08ft),  Kilometerpoint: 3.741,  Lanes on structure: 5,  Lanes under structure: 8,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 30.8m (101.0ft)

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Structure Number: 37 0114,  Location: 04-SCL-101-37.73-SJS (Lat: 37.362722,  Lng: -121.891297),  Route carried "on" structure: City street ,  Year Built: 1993,  Status: Open,  Structure Length: 7.04m (23.10ft),  Average Daily Traffic: 27,072 (year 1999),  Truck Traffic: 1%,  Average Future Daily Traffic: 35,740 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: U.S. HIGHWAY 101,  Facility Carried by Structure: OAKLAND ROAD
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: 256.0m (839.9ft),  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: 3.8m (12.5ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 30.8m (101.0ft)

Condition: Deck: Good,  Superstructure: Poor,  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: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 70.40m (230.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2017,  Bridge Improvement Cost: $2,167,000,  Roadway Improvement Cost: $433,000,  Total Project Cost: $3,640,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 37 0114,  Location: 04-SCL-101-37.73-SJS (Lat: 37.362722,  Lng: -121.891297),  Route carried "under" structure: US 101,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 180,000 (year 2009),  Truck Traffic: 5%,  Features Intersected: U.S. HIGHWAY 101,  Facility Carried by Structure: OAKLAND ROAD
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 3.773,  Lanes on structure: 7,  Lanes under structure: 8,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 3.8m (12.5ft)

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Structure Number: 37 0116,  Location: 04-SCL-101-39.29-SJS (Lat: 37.372036,  Lng: -121.917011),  Route carried "on" structure: US 101,  Year Built: 1959,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 6.52m (21.39ft),  Average Daily Traffic: 144,000 (year 2009),  Truck Traffic: 5%,  Average Future Daily Traffic: 192,520 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: NORTH 1ST ST & VTA LRT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.929,  Lanes on structure: 9,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 4.3m (14.1ft),  Skew: 34 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 47.8m (156.8ft),  Out-to-Out Width: 49.3m (161.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 48.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 65.20m (213.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2017,  Bridge Improvement Cost: $3,254,000,  Roadway Improvement Cost: $650,000,  Total Project Cost: $5,466,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 37 0116,  Location: 04-SCL-101-39.29-SJS (Lat: 37.372036,  Lng: -121.917011),  Route carried "under" structure: City street C027,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 30,000 (year 2004),  Truck Traffic: 5%,  Features Intersected: NORTH 1ST ST & VTA LRT,  Facility Carried by Structure: US HIGHWAY 101
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 0.000,  Lanes on structure: 9,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 37 0118,  Location: 04-SCL-101-38.09-SJS (Lat: 37.363142,  Lng: -121.897667),  Route carried "on" structure: City street ,  Year Built: 1993,  Status: Open,  Structure Length: 12.01m (39.40ft),  Average Daily Traffic: 16,600 (year 1998),  Truck Traffic: 1%,  Average Future Daily Traffic: 21,495 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: U.S. HIGHWAY 101,  Facility Carried by Structure: 10TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 166.0m (544.6ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 42.7m (140.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 20.1m (65.9ft)

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: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 120.10m (394.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2017,  Bridge Improvement Cost: $2,379,000,  Roadway Improvement Cost: $475,000,  Total Project Cost: $3,996,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 37 0118,  Location: 04-SCL-101-38.09-SJS (Lat: 37.363142,  Lng: -121.897667),  Route carried "under" structure: US 101,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 180,000 (year 2009),  Truck Traffic: 5%,  Features Intersected: U.S. HIGHWAY 101,  Facility Carried by Structure: 10TH STREET
Minimum Vertical Clearance: 5.51m (18.08ft),  Kilometerpoint: 3.809,  Lanes on structure: 4,  Lanes under structure: 11,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 42.7m (140.1ft)

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Structure Number: 37 0119,  Location: 04-SCL-880-4.06-SJS (Lat: 37.363631,  Lng: -121.901844),  Route carried "on" structure: Interstate 880,  Year Built: 1997,  Status: Open,  Structure Length: 11.28m (37.01ft),  Average Daily Traffic: 165,000 (year 2009),  Truck Traffic: 6%,  Average Future Daily Traffic: 237,462 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: U.S. HIGHWAY 101
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.406,  Lanes on structure: 9,  Lanes under structure: 12,  Base Highway Network: Yes (Inventory Route: 8,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 476.0m (1,561.7ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 47.6m (156.2ft),  Out-to-Out Width: 49.3m (161.7ft)

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: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 112.80m (370.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 37 0119,  Location: 04-SCL-880-4.06-SJS (Lat: 37.363631,  Lng: -121.901844),  Route carried "under" structure: US 101,  Year Built: 1997,  Structure Length: 0. m,  Average Daily Traffic: 144,000 (year 2009),  Truck Traffic: 5%,  Features Intersected: U.S. HIGHWAY 101,  Facility Carried by Structure: INTERSTATE 880
Minimum Vertical Clearance: 5.43m (17.81ft),  Kilometerpoint: 0.383,  Lanes on structure: 9,  Lanes under structure: 12,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 37 012,  Location: 04-SCL-880-4.28-SJS (Lat: 37.366894,  Lng: -121.900925),  Route carried "on" structure: Interstate 880,  Year Built: 1960,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 5.91m (19.39ft),  Average Daily Traffic: 150,000 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 195,344 (year 2037),  Design Load: HS 20,  Features Intersected: UP RR & OLD BAYSHORE HWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.428,  Lanes on structure: 8,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 8,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 406.0m (1,332.0ft),  Skew: 32 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 40.6m (133.2ft),  Out-to-Out Width: 42.5m (139.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 39.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 30.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 37 012,  Location: 04-SCL-880-4.28-SJS (Lat: 37.366894,  Lng: -121.900925),  Route carried "under" structure: City street C377,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 10,500 (year 2009),  Truck Traffic: 2%,  Features Intersected: UP RR & OLD BAYSHORE HWY,  Facility Carried by Structure: INTERSTATE 880
Minimum Vertical Clearance: 0.05m (0.16ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.8m (87.9ft)

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Structure Number: 37 0121,  Location: 04-SCL-101-36.94-SJS (Lat: 37.360811,  Lng: -121.877542),  Route carried "on" structure: City street ,  Year Built: 1992,  Status: Open,  Structure Length: 8.38m (27.49ft),  Average Daily Traffic: 19,300 (year 1998),  Truck Traffic: 2%,  Average Future Daily Traffic: 26,280 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: U.S. HIGHWAY 101,  Facility Carried by Structure: TAYLOR 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: 174.0m (570.9ft),  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: 42.7m (140.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 22.6m (74.1ft)

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: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 37 0121,  Location: 04-SCL-101-36.94-SJS (Lat: 37.360811,  Lng: -121.877542),  Route carried "under" structure: US 101,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 150,000 (year 2009),  Truck Traffic: 7%,  Features Intersected: U.S. HIGHWAY 101,  Facility Carried by Structure: TAYLOR STREET
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 3.694,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 42.7m (140.1ft)

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Structure Number: 37 0123,  Location: 04-SCL-101-R36.12-SJS (Lat: 37.353800,  Lng: -121.866369),  Route carried "on" structure: City street ,  Year Built: 1993,  Status: Open,  Structure Length: 8.43m (27.66ft),  Average Daily Traffic: 31,831 (year 1999),  Truck Traffic: 1%,  Average Future Daily Traffic: 42,048 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: U.S. HIGHWAY 101,  Facility Carried by Structure: MCKEE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 205.0m (672.6ft),  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: 43.9m (144.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 2.5m (8.2ft)

Condition: Deck: Good,  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: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 84.10m (275.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 37 0123,  Location: 04-SCL-101-R36.12-SJS (Lat: 37.353800,  Lng: -121.866369),  Route carried "under" structure: US 101,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 150,000 (year 2009),  Truck Traffic: 7%,  Features Intersected: U.S. HIGHWAY 101,  Facility Carried by Structure: MCKEE ROAD
Minimum Vertical Clearance: 5.53m (18.14ft),  Kilometerpoint: 3.612,  Lanes on structure: 5,  Lanes under structure: 10,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 43.9m (144.0ft)

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Structure Number: 37 0125,  Location: 04-SCL-880-0.88-SJS (Lat: 37.330172,  Lng: -121.940333),  Route carried "on" structure: Interstate 880,  Year Built: 1959,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 3.88m (12.73ft),  Average Daily Traffic: 163,000 (year 2009),  Truck Traffic: 6%,  Average Future Daily Traffic: 235,887 (year 2035),  Design Load: HS 20,  Features Intersected: HEDDING STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.088,  Lanes on structure: 8,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 8,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 402.0m (1,318.9ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 39.7m (130.2ft),  Out-to-Out Width: 41.2m (135.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.9 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 37 0125,  Location: 04-SCL-880-0.88-SJS (Lat: 37.330172,  Lng: -121.940333),  Route carried "under" structure: City street C176,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 20,500 (year 2009),  Truck Traffic: 1%,  Features Intersected: HEDDING STREET,  Facility Carried by Structure: INTERSTATE 880
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 4,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 18.6m (61.0ft)

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Structure Number: 37 0126,  Location: 04-SCL-880-1.25-SJS (Lat: 37.334103,  Lng: -121.936522),  Route carried "on" structure: Interstate 880,  Year Built: 1959,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 4.97m (16.31ft),  Average Daily Traffic: 154,000 (year 2009),  Truck Traffic: 3%,  Average Future Daily Traffic: 184,856 (year 2035),  Design Load: HS 20,  Features Intersected: BASCOM AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.125,  Lanes on structure: 8,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 8,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 316.0m (1,036.7ft),  Skew: 31 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 31.6m (103.7ft),  Out-to-Out Width: 34.1m (111.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 72.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 37 0126,  Location: 04-SCL-880-1.25-SJS (Lat: 37.334103,  Lng: -121.936522),  Route carried "under" structure: City street C049,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 15,000 (year 2009),  Truck Traffic: 1%,  Features Intersected: BASCOM AVE,  Facility Carried by Structure: INTERSTATE 880
Minimum Vertical Clearance: 0.46m (1.51ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 4,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 12.8m (42.0ft)

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Structure Number: 37 0127,  Location: 04-SCL-880-1.73-SJS (Lat: 37.339267,  Lng: -121.930575),  Route carried "on" structure: City street C260,  Year Built: 1960,  Status: Open,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 17,000 (year 2009),  Truck Traffic: 1%,  Average Future Daily Traffic: 21,377 (year 2035),  Design Load: HS 20,  Features Intersected: INTERSTATE 880,  Facility Carried by Structure: PARK AVE
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: 1.4m (4.6ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 16.5m (54.1ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 1.4m (4.6ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 35.6 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: 27.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to 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: March 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 37 0127,  Location: 04-SCL-880-1.73-SJS (Lat: 37.339267,  Lng: -121.930575),  Route carried "under" structure: Interstate 880,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 154,000 (year 2009),  Truck Traffic: 3%,  Features Intersected: INTERSTATE 880,  Facility Carried by Structure: PARK AVE
Minimum Vertical Clearance: 4.54m (14.90ft),  Kilometerpoint: 0.173,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 16.5m (54.1ft)

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