Jump to a detailed profile or search site with Google Custom Search

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


  • National Bridge Inventory (NBI) Statistics
  • 104Number of bridges
  • 1,490ft / 454mTotal length
  • $18,197,000Total costs
  • 6,739,853Total average daily traffic
  • 549,018Total average daily truck traffic
  • 4,387,779Total future (year 2033) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for Fremont
  • No street view available for this location

New bridges in Fremont, CA - historical statistics
  • New bridges - historical statistics
  • 21920-1929
  • 11930-1939
  • 21940-1949
  • 81950-1959
  • 81960-1969
  • 301970-1979
  • 111980-1989
  • 211990-1999
  • 152000-2009
  • 62010-2018
Reconstructed bridges in Fremont, CA - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 11960-1969
  • 11970-1979
  • 31980-1989
  • 131990-1999
  • 42000-2009
  • 52010-2018
Average Bridge Daily Traffic in Fremont, CA
Average Bridge Truck Traffic in Fremont, CA
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 22.4%Very good
  • 46.3%Good
  • 7.5%Satisfactory
  • 14.9%Fair
  • 7.5%Poor
  • 1.5%Serious
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 17.9%Very good
  • 67.2%Good
  • 6.0%Satisfactory
  • 6.0%Fair
  • 3.0%Poor
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 22.4%Very good
  • 64.2%Good
  • 1.5%Satisfactory
  • 11.9%Fair
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 12.0%Excellent
  • 28.0%Very good
  • 60.0%Good
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 14.3%Very good
  • 57.1%Satisfactory
  • 28.6%Poor
Find on map >>   Show street view

Structure Number: 33 0036,  Location: 04-ALA-084-13.33 (Lat: 37.598819,  Lng: -121.939689),  Route carried "on" structure: State highway 84,  Year Built: 1928,  Status: Open,  Structure Length: 10.18m (33.40ft),  Average Daily Traffic: 14,000 (year 2010),  Truck Traffic: 8%,  Average Future Daily Traffic: 32,897 (year 2034),  Design Load: H 15,  Features Intersected: ALAMEDA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.333,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 4,  Length of Maximum Span: 24.7m (81.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 27.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 16.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 101.80m (333.99ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2017,  Critical Feature Inspection Date: March 2017,  Bridge Improvement Cost: $2,033,000,  Roadway Improvement Cost: $406,000,  Total Project Cost: $3,415,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >>   Show street view

Structure Number: 33 0237,  Location: 04-ALA-880-3.25-FMT (Lat: 37.492111,  Lng: -121.947506),  Route carried "on" structure: City street ,  Year Built: 1995,  Status: Open,  Structure Length: 1.00m (3.28ft),  Average Daily Traffic: 12,000 (year 2011),  Truck Traffic: 9%,  Average Future Daily Traffic: 15,000 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 880,  Facility Carried by Structure: FREMONT BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 299.0m (981.0ft),  Skew: 22 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.0m (16.4ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 29.9m (98.1ft),  Out-to-Out Width: 34.2m (112.2ft)

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: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2017,  Deck Structure Type: Concrete Cast-file-Place
Find on map >>   Show street view

Structure Number: 33 0237,  Location: 04-ALA-880-3.25-FMT (Lat: 37.492111,  Lng: -121.947506),  Route carried "under" structure: Interstate 880,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 161,000 (year 2009),  Truck Traffic: 5%,  Features Intersected: INTERSTATE 880,  Facility Carried by Structure: FREMONT BOULEVARD
Minimum Vertical Clearance: 0.56m (1.84ft),  Kilometerpoint: 0.325,  Lanes on structure: 7,  Lanes under structure: 10,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 5.0m (16.4ft)

Find on map >>   Show street view

Structure Number: 33 0242,  Location: 04-ALA-880-R0.26-FMT (Lat: 37.459119,  Lng: -121.923842),  Route carried "on" structure: Interstate 880,  Year Built: 1952,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 1.53m (5.02ft),  Average Daily Traffic: 162,000 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 220,506 (year 2035),  Design Load: HS 20,  Features Intersected: SCOTT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.026,  Lanes on structure: 12,  Base Highway Network: Yes (Inventory Route: 8,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 655.0m (2,149.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 65.5m (214.9ft),  Out-to-Out Width: 67.2m (220.5ft)

Condition: Channel: Good,  Culverts: Very 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: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2015
Find on map >>   Show street view

Structure Number: 33 0243,  Location: 04-ALA-084-R5.98-FMT (Lat: 37.563064,  Lng: -122.038628),  Route carried "on" structure: State highway 84,  Year Built: 1984,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 9.24m (30.31ft),  Average Daily Traffic: 66,000 (year 2010),  Truck Traffic: 4%,  Average Future Daily Traffic: 96,446 (year 2034),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 880
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.598,  Lanes on structure: 6,  Lanes under structure: 10,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 308.0m (1,010.5ft),  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: 4.6m (15.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 29.8m (97.8ft),  Out-to-Out Width: 32.7m (107.3ft)

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 minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2017,  Deck Structure Type: Concrete Cast-file-Place
Find on map >>   Show street view

Structure Number: 33 0243,  Location: 04-ALA-084-R5.98-FMT (Lat: 37.563064,  Lng: -122.038628),  Route carried "under" structure: Interstate 880,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 189,000 (year 2010),  Truck Traffic: 11%,  Features Intersected: INTERSTATE 880,  Facility Carried by Structure: STATE ROUTE 84
Minimum Vertical Clearance: 5.66m (18.57ft),  Kilometerpoint: 0.103,  Lanes on structure: 6,  Lanes under structure: 10,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 4.6m (15.1ft)

Find on map >>   Show street view

Structure Number: 33 0261L,  Location: 04-ALA-880-8.25-FMT (Lat: 37.538989,  Lng: -122.017572),  Route carried "on" structure: City street ,  Year Built: 1993,  Status: Open,  Structure Length: 8.32m (27.30ft),  Average Daily Traffic: 82,000 (year 2009),  Truck Traffic: 11%,  Average Future Daily Traffic: 94,607 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 880,  Facility Carried by Structure: CENTRAL AVE SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 95.0m (311.7ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 42.4m (139.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.5m (31.2ft),  Out-to-Out Width: 11.8m (38.7ft)

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: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2017,  Deck Structure Type: Concrete Cast-file-Place
Find on map >>   Show street view

Structure Number: 33 0261L,  Location: 04-ALA-880-8.25-FMT (Lat: 37.538989,  Lng: -122.017572),  Route carried "under" structure: Interstate 880,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 197,000 (year 2009),  Truck Traffic: 11%,  Features Intersected: INTERSTATE 880,  Facility Carried by Structure: CENTRAL AVE SB
Minimum Vertical Clearance: 0.59m (1.94ft),  Kilometerpoint: 0.825,  Lanes on structure: 2,  Lanes under structure: 9,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 42.4m (139.1ft)

Find on map >>   Show street view

Structure Number: 33 0261R,  Location: 04-ALA-880-8.24-FMT (Lat: 37.538856,  Lng: -122.017469),  Route carried "on" structure: City street ,  Year Built: 1993,  Status: Open,  Structure Length: 8.32m (27.30ft),  Average Daily Traffic: 22,300 (year 2009),  Truck Traffic: 11%,  Average Future Daily Traffic: 26,279 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 880,  Facility Carried by Structure: CENTRAL AVE NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 95.0m (311.7ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 42.4m (139.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.5m (31.2ft),  Out-to-Out Width: 11.8m (38.7ft)

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: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2017,  Deck Structure Type: Concrete Cast-file-Place
Find on map >>   Show street view

Structure Number: 33 0261R,  Location: 04-ALA-880-8.24-FMT (Lat: 37.538856,  Lng: -122.017469),  Route carried "under" structure: Interstate 880,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 197,000 (year 2009),  Truck Traffic: 11%,  Features Intersected: INTERSTATE 880,  Facility Carried by Structure: CENTRAL AVE NB
Minimum Vertical Clearance: 5.42m (17.78ft),  Kilometerpoint: 0.824,  Lanes on structure: 2,  Lanes under structure: 9,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 42.4m (139.1ft)

Find on map >>   Show street view

Structure Number: 33 0264,  Location: 04-ALA-084-6.93-FMT (Lat: 37.546175,  Lng: -122.023056),  Route carried "on" structure: State highway 84,  Year Built: 1997,  Status: Open,  Structure Length: 9.62m (31.56ft),  Average Daily Traffic: 66,000 (year 2010),  Truck Traffic: 4%,  Average Future Daily Traffic: 95,236 (year 2034),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 880
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.693,  Lanes on structure: 6,  Lanes under structure: 10,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 282.0m (925.2ft),  Skew: 22 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 48.1m (157.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 28.2m (92.5ft),  Out-to-Out Width: 32.5m (106.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2017,  Deck Structure Type: Concrete Cast-file-Place
Find on map >>   Show street view

Structure Number: 33 0264,  Location: 04-ALA-084-6.93-FMT (Lat: 37.546175,  Lng: -122.023056),  Route carried "under" structure: Interstate 880,  Year Built: 1997,  Structure Length: 0. m,  Average Daily Traffic: 200,000 (year 2010),  Truck Traffic: 13%,  Features Intersected: INTERSTATE 880,  Facility Carried by Structure: SR 84 (THORNTON)
Minimum Vertical Clearance: 0.56m (1.84ft),  Kilometerpoint: 0.884,  Lanes on structure: 6,  Lanes under structure: 10,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 48.1m (157.8ft)

Find on map >>   Show street view

Structure Number: 33 0267L,  Location: 04-ALA-880-7.19-FMT (Lat: 37.529497,  Lng: -122.002531),  Route carried "on" structure: City street ,  Year Built: 1994,  Status: Open,  Structure Length: 0.80m (2.62ft),  Average Daily Traffic: 13,000 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 15,508 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 880,  Facility Carried by Structure: MOWRY AVENUE WB
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: 176.0m (577.4ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 40.1m (131.6ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 20.3m (66.6ft)

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: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2017,  Deck Structure Type: Concrete Cast-file-Place
Find on map >>   Show street view

Structure Number: 33 0267L,  Location: 04-ALA-880-7.19-FMT (Lat: 37.529497,  Lng: -122.002531),  Route carried "under" structure: Interstate 880,  Year Built: 1994,  Structure Length: 0. m,  Average Daily Traffic: 187,000 (year 2009),  Truck Traffic: 7%,  Features Intersected: INTERSTATE 880,  Facility Carried by Structure: MOWRY AVENUE WB
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 0.719,  Lanes on structure: 4,  Lanes under structure: 10,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 40.1m (131.6ft)

Find on map >>   Show street view

Structure Number: 33 0267R,  Location: 04-ALA-880-7.18-FMT (Lat: 37.529389,  Lng: -122.002336),  Route carried "on" structure: City street ,  Year Built: 1994,  Status: Open,  Structure Length: 7.88m (25.85ft),  Average Daily Traffic: 13,000 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 15,508 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 880,  Facility Carried by Structure: MOWRY AVENUE EB
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: 176.0m (577.4ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.4m (129.3ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 20.3m (66.6ft)

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: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2017,  Deck Structure Type: Concrete Cast-file-Place
Find on map >>   Show street view

Structure Number: 33 0267R,  Location: 04-ALA-880-7.18-FMT (Lat: 37.529389,  Lng: -122.002336),  Route carried "under" structure: Interstate 880,  Year Built: 1994,  Structure Length: 0. m,  Average Daily Traffic: 187,000 (year 2009),  Truck Traffic: 7%,  Features Intersected: INTERSTATE 880,  Facility Carried by Structure: MOWRY AVENUE EB
Minimum Vertical Clearance: 5.64m (18.50ft),  Kilometerpoint: 0.718,  Lanes on structure: 4,  Lanes under structure: 10,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 39.4m (129.3ft)

Find on map >>   Show street view

Structure Number: 33 0268,  Location: 04-ALA-880-4.71-FMT (Lat: 37.507081,  Lng: -121.967672),  Route carried "on" structure: City street ,  Year Built: 1994,  Status: Open,  Structure Length: 8.53m (27.99ft),  Average Daily Traffic: 11,500 (year 2011),  Truck Traffic: 9%,  Average Future Daily Traffic: 15,338 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 880,  Facility Carried by Structure: AUTO MALL PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 3.6m (11.8ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 43.6m (143.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.0m,  Curb-To-Curb Width: 34.3m (112.5ft),  Out-to-Out Width: 37.6m (123.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2017,  Deck Structure Type: Concrete Cast-file-Place
Find on map >>   Show street view

Structure Number: 33 0268,  Location: 04-ALA-880-4.71-FMT (Lat: 37.507081,  Lng: -121.967672),  Route carried "under" structure: Interstate 880,  Year Built: 1994,  Structure Length: 0. m,  Average Daily Traffic: 161,000 (year 2009),  Truck Traffic: 5%,  Features Intersected: INTERSTATE 880,  Facility Carried by Structure: AUTO MALL PARKWAY
Minimum Vertical Clearance: 5.74m (18.83ft),  Kilometerpoint: 0.471,  Lanes on structure: 8,  Lanes under structure: 10,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 43.6m (143.0ft)

Find on map >>   Show street view

Structure Number: 33 0273,  Location: 04-ALA-880-10.66-FMT (Lat: 37.567544,  Lng: -122.042519),  Route carried "on" structure: Interstate 880,  Year Built: 1958,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 4.48m (14.70ft),  Average Daily Traffic: 225,000 (year 2009),  Truck Traffic: 11%,  Average Future Daily Traffic: 265,379 (year 2037),  Design Load: HS 20,  Features Intersected: CRANDALL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.066,  Lanes on structure: 8,  Base Highway Network: Yes (Inventory Route: 8,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 4.4m (14.4ft),  Skew: 33 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 4.4m (14.4ft),  Out-to-Out Width: 45.7m (149.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 44.80m (146.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2017,  Deck Structure Type: Concrete Cast-file-Place
Find on map >>   Show street view

Structure Number: 33 0291,  Location: 04-ALA-880-3.67-FMT (Lat: 37.496997,  Lng: -121.953800),  Route carried "on" structure: Interstate 880,  Year Built: 1958,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 161,000 (year 2009),  Truck Traffic: 5%,  Average Future Daily Traffic: 200,814 (year 2035),  Features Intersected: ARROYO DE LA LAGUNA CRK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.367,  Lanes on structure: 10,  Base Highway Network: Yes (Inventory Route: 8,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 335.0m (1,099.1ft),  Skew: 32 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2017
Find on map >>   Show street view

Structure Number: 33 0292,  Location: 04-ALA-880-2.77-FMT (Lat: 37.487792,  Lng: -121.941822),  Route carried "on" structure: Interstate 880,  Year Built: 1958,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 0.07m (0.23ft),  Average Daily Traffic: 161,000 (year 2009),  Truck Traffic: 5%,  Average Future Daily Traffic: 200,814 (year 2035),  Features Intersected: AGUA CALIENTE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.277,  Lanes on structure: 11,  Base Highway Network: Yes (Inventory Route: 8,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 265.0m (869.4ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 0.3m (1.0ft)

Condition: Channel: 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2017
Find on map >>   Show street view

Structure Number: 33 0294,  Location: 04-ALA-680-R6.38-FMT (Lat: 37.540306,  Lng: -121.924547),  Route carried "on" structure: Interstate 680,  Year Built: 1963,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 5.43m (17.81ft),  Average Daily Traffic: 140,000 (year 2009),  Truck Traffic: 9%,  Average Future Daily Traffic: 241,101 (year 2036),  Design Load: HS 20,  Features Intersected: SR 238 (MISSION BLVD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.638,  Lanes on structure: 8,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 6,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 431.0m (1,414.0ft),  Skew: 31 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.7m (90.9ft),  Curb-To-Curb Width: 43.1m (141.4ft),  Out-to-Out Width: 45.3m (148.6ft)

Condition: Deck: Serious,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 4.8 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: 36.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 54.30m (178.15ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2016,  Bridge Improvement Cost: $2,340,000,  Roadway Improvement Cost: $468,000,  Total Project Cost: $3,931,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place
Find on map >>   Show street view

Structure Number: 33 0294,  Location: 04-ALA-680-R6.38-FMT (Lat: 37.540306,  Lng: -121.924547),  Route carried "under" structure: State highway 238,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 27,000 (year 2009),  Truck Traffic: 3%,  Features Intersected: SR 238 (MISSION BLVD),  Facility Carried by Structure: INTERSTATE 680
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 0.001,  Lanes on structure: 8,  Lanes under structure: 5,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 27.7m (90.9ft)

Find on map >>   Show street view

Structure Number: 33 0306,  Location: 04-ALA-680-R7.48-FMT (Lat: 37.554278,  Lng: -121.916386),  Route carried "on" structure: Interstate 680,  Year Built: 1963,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 4.53m (14.86ft),  Average Daily Traffic: 142,000 (year 2010),  Truck Traffic: 9%,  Average Future Daily Traffic: 181,080 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: VARGAS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.748,  Lanes on structure: 8,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 6,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 449.0m (1,473.1ft),  Skew: 39 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: 44.9m (147.3ft),  Out-to-Out Width: 46.6m (152.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very 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: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Find on map >>   Show street view

Structure Number: 33 0306K,  Location: 04-ALA-680-R7.46-FMT (Lat: 37.554886,  Lng: -121.916614),  Route carried "on" structure: Ramp Interstate 680,  Year Built: 2010,  Status: Open,  Structure Length: 4.19m (13.75ft),  Average Daily Traffic: 8,000 (year 2011),  Truck Traffic: 6%,  Average Future Daily Traffic: 12,242 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: VARGAS ROAD,  Facility Carried by Structure: SB OFFRAMP VARGAS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.746,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 6,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 67.0m (219.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 41.9m (137.5ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Satisfactory,  Superstructure: Very 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: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2016,  Deck Structure Type: Concrete Cast-file-Place
Find on map >>   Show street view

Structure Number: 33 036,  Location: 04-ALA-680-M5.91-FMT (Lat: 37.535569,  Lng: -121.933572),  Route carried "on" structure: County highway ,  Year Built: 1971,  Status: Open,  Structure Length: 0.68m (2.23ft),  Average Daily Traffic: 3,388 (year 2009),  Truck Traffic: 2%,  Average Future Daily Traffic: 5,362 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 680,  Facility Carried by Structure: PALM AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 98.0m (321.5ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.6m (11.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Very good,  Operating Rating: 75.2 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2016,  Deck Structure Type: Concrete Cast-file-Place
Find on map >>   Show street view

Structure Number: 33 036,  Location: 04-ALA-680-M5.91-FMT (Lat: 37.535569,  Lng: -121.933572),  Route carried "under" structure: Interstate 680,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 140,000 (year 2009),  Truck Traffic: 9%,  Features Intersected: INTERSTATE 680,  Facility Carried by Structure: PALM AVE
Minimum Vertical Clearance: 5.35m (17.55ft),  Kilometerpoint: 0.591,  Lanes on structure: 2,  Lanes under structure: 7,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 3.6m (11.8ft)

Find on map >>   Show street view

Structure Number: 33 0361,  Location: 04-ALA-680-M5.37-FMT (Lat: 37.531064,  Lng: -121.942278),  Route carried "on" structure: County highway ,  Year Built: 1971,  Status: Open,  Structure Length: 9.75m (31.99ft),  Average Daily Traffic: 17,017 (year 2009),  Truck Traffic: 2%,  Average Future Daily Traffic: 21,448 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 680,  Facility Carried by Structure: WASHINGTON BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 158.0m (518.4ft),  Skew: 24 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 52.3m (171.6ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 2.5m (8.2ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 80.7 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: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2016,  Deck Structure Type: Concrete Cast-file-Place
Find on map >>   Show street view

Structure Number: 33 0361,  Location: 04-ALA-680-M5.37-FMT (Lat: 37.531064,  Lng: -121.942278),  Route carried "under" structure: Interstate 680,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 140,000 (year 2009),  Truck Traffic: 9%,  Features Intersected: INTERSTATE 680,  Facility Carried by Structure: WASHINGTON BLVD
Minimum Vertical Clearance: 5.53m (18.14ft),  Kilometerpoint: 0.537,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 52.3m (171.6ft)

Find on map >>   Show street view

Structure Number: 33 0368,  Location: 04-ALA-680-M4.02-FMT (Lat: 37.514406,  Lng: -121.940133),  Route carried "on" structure: City street ,  Year Built: 1971,  Status: Open,  Structure Length: 8.11m (26.61ft),  Average Daily Traffic: 21,534 (year 2009),  Truck Traffic: 2%,  Average Future Daily Traffic: 26,810 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 680,  Facility Carried by Structure: AUTO MALL PARKWAY
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: 2.9m (9.5ft),  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: 43.9m (144.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 20.6m (67.6ft),  Out-to-Out Width: 28.7m (94.2ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 87.2 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2016,  Deck Structure Type: Concrete Cast-file-Place
Find on map >>   Show street view

Structure Number: 33 0368,  Location: 04-ALA-680-M4.02-FMT (Lat: 37.514406,  Lng: -121.940133),  Route carried "under" structure: Interstate 680,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 140,000 (year 2009),  Truck Traffic: 9%,  Features Intersected: INTERSTATE 680,  Facility Carried by Structure: AUTO MALL PARKWAY
Minimum Vertical Clearance: 4.87m (15.98ft),  Kilometerpoint: 0.402,  Lanes on structure: 4,  Lanes under structure: 10,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 43.9m (144.0ft)

Find on map >>   Show street view

Structure Number: 33 0405,  Location: 04-ALA-680-M5.67-FMT (Lat: 37.533592,  Lng: -121.937431),  Route carried "on" structure: City street ,  Year Built: 1971,  Status: Open,  Structure Length: 0.68m (2.23ft),  Average Daily Traffic: 9,505 (year 2009),  Truck Traffic: 2%,  Average Future Daily Traffic: 10,724 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 680,  Facility Carried by Structure: PASEO PADRE PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 2.5m (8.2ft),  Skew: 22 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 37.8m (124.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 19.6m (64.3ft),  Out-to-Out Width: 28.7m (94.2ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 4.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 33.7 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2016,  Deck Structure Type: Concrete Cast-file-Place
Find on map >>   Show street view

Structure Number: 33 0405,  Location: 04-ALA-680-M5.67-FMT (Lat: 37.533592,  Lng: -121.937431),  Route carried "under" structure: Interstate 680,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 140,000 (year 2009),  Truck Traffic: 9%,  Features Intersected: INTERSTATE 680,  Facility Carried by Structure: PASEO PADRE PKWY
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.567,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 37.8m (124.0ft)

Find on map >>   Show street view

Structure Number: 33 0420L,  Location: 04-ALA-024-R4.44-OAK (Lat: 37.849983,  Lng: -122.240078),  Route carried "on" structure: State highway 24,  Year Built: 1970,  Status: Open,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 143,000 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 257,400 (year 2037),  Design Load: HS 20,  Features Intersected: GOLDEN GATE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.444,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 232.0m (761.2ft),  Skew: 29 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 23.7m (77.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.1 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: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2018,  Deck Structure Type: Concrete Cast-file-Place
Find on map >>   Show street view

Structure Number: 33 0423L,  Location: 04-ALA-680-M0.06-FMT (Lat: 37.465325,  Lng: -121.904808),  Route carried "on" structure: Interstate 680,  Year Built: 1971,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 7.68m (25.20ft),  Average Daily Traffic: 61,000 (year 2009),  Average Future Daily Traffic: 110,187 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 237 (FUTURE)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.006,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 6,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 212.0m (695.5ft),  Skew: 15 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.6m (107.0ft),  Curb-To-Curb Width: 21.2m (69.6ft),  Out-to-Out Width: 21.8m (71.5ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2016,  Deck Structure Type: Concrete Cast-file-Place
Find on map >>   Show street view

Structure Number: 33 0423R,  Location: 04-ALA-680-M0.04-FMT (Lat: 37.465067,  Lng: -121.904256),  Route carried "on" structure: Interstate 680,  Year Built: 1971,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 8.17m (26.80ft),  Average Daily Traffic: 61,000 (year 2009),  Average Future Daily Traffic: 110,187 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 237 (FUTURE)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.004,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 6,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 212.0m (695.5ft),  Skew: 6 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 21.2m (69.6ft),  Out-to-Out Width: 21.8m (71.5ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2016,  Deck Structure Type: Concrete Cast-file-Place
Find on map >>   Show street view

Structure Number: 33 0424L,  Location: 04-ALA-680-M0.13-FMT (Lat: 37.466311,  Lng: -121.905147),  Route carried "on" structure: Interstate 680,  Year Built: 1971,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 4.93m (16.17ft),  Average Daily Traffic: 61,000 (year 2009),  Truck Traffic: 7%,  Average Future Daily Traffic: 107,650 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: SCOTT CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.013,  Lanes on structure: 4,  Lanes under structure: 3,  Base Highway Network: Yes (Inventory Route: 6,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 212.0m (695.5ft),  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: 26.6m (87.3ft),  Curb-To-Curb Width: 21.2m (69.6ft),  Out-to-Out Width: 21.8m (71.5ft)

Condition: Deck: Very good,  Superstructure: Very 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2016,  Deck Structure Type: Concrete Cast-file-Place
Find on map >>   Show street view

Structure Number: 33 0424L,  Location: 04-ALA-680-M0.13-FMT (Lat: 37.466311,  Lng: -121.905147),  Route carried "under" structure: City street ,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 9,500 (year 2009),  Truck Traffic: 1%,  Features Intersected: SCOTT CREEK RD,  Facility Carried by Structure: INTERSTATE 680 SB
Minimum Vertical Clearance: 5.81m (19.06ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 26.6m (87.3ft)

Find on map >>   Show street view

Structure Number: 33 0424R,  Location: 04-ALA-680-M0.13-FMT (Lat: 37.466247,  Lng: -121.905572),  Route carried "on" structure: Interstate 680,  Year Built: 1971,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 5.11m (16.77ft),  Average Daily Traffic: 61,000 (year 2009),  Truck Traffic: 7%,  Average Future Daily Traffic: 107,650 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: SCOTT CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.013,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 6,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 216.0m (708.7ft),  Skew: 22 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.5m (90.2ft),  Curb-To-Curb Width: 28.2m (92.5ft),  Out-to-Out Width: 31.5m (103.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 84.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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: 50.90m (166.99ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2016,  Deck Structure Type: Concrete Cast-file-Place
Find on map >>   Show street view

Structure Number: 33 0424R,  Location: 04-ALA-680-M0.13-FMT (Lat: 37.466247,  Lng: -121.905572),  Route carried "under" structure: City street ,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 9,500 (year 2009),  Truck Traffic: 1%,  Features Intersected: SCOTT CREEK RD,  Facility Carried by Structure: INTERSTATE 680 NB
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 27.5m (90.2ft)

Find on map >>   Show street view

Structure Number: 33 0427L,  Location: 04-ALA-680-M1.96-FMT (Lat: 37.490486,  Lng: -121.918492),  Route carried "on" structure: Interstate 680,  Year Built: 1971,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 6.67m (21.88ft),  Average Daily Traffic: 61,000 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 110,187 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: E WARREN AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.196,  Lanes on structure: 5,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 6,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 248.0m (813.6ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.7m (113.8ft),  Curb-To-Curb Width: 24.8m (81.4ft),  Out-to-Out Width: 25.5m (83.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than 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: March 2016,  Deck Structure Type: Concrete Cast-file-Place
Find on map >>   Show street view

Structure Number: 33 0427R,  Location: 04-ALA-680-M1.97-FMT (Lat: 37.490836,  Lng: -121.918289),  Route carried "on" structure: Interstate 680,  Year Built: 1971,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 7.77m (25.49ft),  Average Daily Traffic: 61,000 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 110,187 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: E WARREN AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.197,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 6,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 242.0m (794.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 41.8m (137.1ft),  Curb-To-Curb Width: 24.2m (79.4ft),  Out-to-Out Width: 24.8m (81.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 69.7 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 desirable 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: March 2016,  Deck Structure Type: Concrete Cast-file-Place
Find on map >>   Show street view

Structure Number: 33 0428L,  Location: 04-ALA-680-M2.38-FMT (Lat: 37.495575,  Lng: -121.922700),  Route carried "on" structure: Interstate 680,  Year Built: 1971,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 5.36m (17.59ft),  Average Daily Traffic: 61,000 (year 2009),  Truck Traffic: 7%,  Average Future Daily Traffic: 110,923 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: SR 262 (MISSION BLVD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.238,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 6,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 2.9m (9.5ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.5m (86.9ft),  Curb-To-Curb Width: 31.4m (103.0ft),  Out-to-Out Width: 35.2m (115.5ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 3.9 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,  Length Of Structure Improvement: 53.60m (175.85ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2016,  Deck Structure Type: Concrete Cast-file-Place
Find on map >>   Show street view

Structure Number: 33 0428L,  Location: 04-ALA-680-M2.38-FMT (Lat: 37.495575,  Lng: -121.922700),  Route carried "under" structure: State highway 262,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 76,000 (year 2009),  Truck Traffic: 8%,  Features Intersected: SR 262 (MISSION BLVD),  Facility Carried by Structure: INTERSTATE 680 SB
Minimum Vertical Clearance: 6.78m (22.24ft),  Kilometerpoint: 0.107,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 26.5m (86.9ft)

Find on map >>   Show street view

Structure Number: 33 0428R,  Location: 04-ALA-680-M2.38-FMT (Lat: 37.495353,  Lng: -121.923028),  Route carried "on" structure: Interstate 680,  Year Built: 1971,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 5.36m (17.59ft),  Average Daily Traffic: 61,000 (year 2009),  Truck Traffic: 7%,  Average Future Daily Traffic: 110,923 (year 2038),  Design Load: HS 20,  Features Intersected: SR 262 (MISSION BLVD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.238,  Lanes on structure: 5,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 6,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 2.9m (9.5ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.5m (86.9ft),  Curb-To-Curb Width: 31.4m (103.0ft),  Out-to-Out Width: 35.2m (115.5ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 3.9 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 48 months,  Inspection Date: March 2016,  Deck Structure Type: Concrete Cast-file-Place
Find on map >>   Show street view

Structure Number: 33 0428R,  Location: 04-ALA-680-M2.38-FMT (Lat: 37.495353,  Lng: -121.923028),  Route carried "under" structure: State highway 262,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 76,000 (year 2009),  Truck Traffic: 8%,  Features Intersected: SR 262 (MISSION BLVD),  Facility Carried by Structure: INTERSTATE 680 NB
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 0.107,  Lanes on structure: 5,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 26.5m (86.9ft)

Find on map >>   Show street view

Structure Number: 33 0429L,  Location: 04-ALA-680-M3.35-FMT (Lat: 37.506000,  Lng: -121.934325),  Route carried "on" structure: Interstate 680,  Year Built: 1971,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 4.48m (14.70ft),  Average Daily Traffic: 70,000 (year 2009),  Truck Traffic: 9%,  Average Future Daily Traffic: 117,710 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: GRIMMER BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.335,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 6,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 242.0m (794.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 44.8m (147.0ft),  Curb-To-Curb Width: 24.2m (79.4ft),  Out-to-Out Width: 2.5m (8.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 82.6 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 desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 44.80m (146.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2016,  Deck Structure Type: Concrete Cast-file-Place
Find on map >>   Show street view

Structure Number: 33 0429L,  Location: 04-ALA-680-M3.35-FMT (Lat: 37.506000,  Lng: -121.934325),  Route carried "under" structure: City street ,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 2009),  Truck Traffic: 1%,  Features Intersected: GRIMMER BLVD,  Facility Carried by Structure: INTERSTATE 680 SB
Minimum Vertical Clearance: 4.87m (15.98ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 44.8m (147.0ft)

Find on map >>   Show street view

Structure Number: 33 0429R,  Location: 04-ALA-680-M3.35-FMT (Lat: 37.505894,  Lng: -121.934586),  Route carried "on" structure: Interstate 680,  Year Built: 1971,  Status: Open,  Structure Length: 4.48m (14.70ft),  Average Daily Traffic: 70,000 (year 2009),  Truck Traffic: 9%,  Average Future Daily Traffic: 117,710 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: GRIMMER BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.335,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 6,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 155.0m (508.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 44.8m (147.0ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.1m (52.8ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 82.6 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2016,  Deck Structure Type: Concrete Cast-file-Place
Find on map >>   Show street view

Structure Number: 33 0429R,  Location: 04-ALA-680-M3.35-FMT (Lat: 37.505894,  Lng: -121.934586),  Route carried "under" structure: City street ,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 2009),  Truck Traffic: 1%,  Features Intersected: GRIMMER BLVD,  Facility Carried by Structure: INTERSTATE 680 NB
Minimum Vertical Clearance: 4.39m (14.40ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 44.8m (147.0ft)

Find on map >>   Show street view

Structure Number: 33 0431,  Location: 04-ALA-580-16.70 (Lat: 37.700800,  Lng: -121.849028),  Route carried "on" structure: County highway ,  Year Built: 1972,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 11.64m (38.19ft),  Average Daily Traffic: 5,900 (year 1998),  Truck Traffic: 30%,  Average Future Daily Traffic: 9,652 (year 2036),  Design Load: HS 20,  Features Intersected: INTERSTATE 580,  Facility Carried by Structure: EL CHARRO RD
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: 185.0m (607.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 57.9m (190.0ft),  Curb-To-Curb Width: 17.6m (57.7ft),  Out-to-Out Width: 20.5m (67.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2018,  Deck Structure Type: Concrete Cast-file-Place
Discuss Fremont, California (CA) on our hugely popular California forum.


City-data.com does not guarantee the accuracy or timeliness of any information on this site.  Use at your own risk.
Some parts © 2020 Advameg, Inc.