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


  • National Bridge Inventory (NBI) Statistics
  • 21Number of bridges
  • 364ft / 111mTotal length
  • $1,394,000Total costs
  • 953,870Total average daily traffic
  • 79,054Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Sunol
  • No street view available for this location

New bridges in Sunol, CA - historical statistics
  • New bridges - historical statistics
  • 11900-1909
  • 11920-1929
  • 21930-1939
  • 41940-1949
  • 91960-1969
  • 21980-1989
  • 22020-2022
Reconstructed bridges in Sunol, CA - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 41990-1999
  • 02000-2009
  • 12010-2019
Average Bridge Daily Traffic in Sunol, CA
Average Bridge Truck Traffic in Sunol, CA
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 50.0%Good
  • 7.1%Satisfactory
  • 28.6%Fair
  • 14.3%Poor
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 71.4%Good
  • 28.6%Fair
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 92.9%Good
  • 7.1%Fair
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 28.6%Very good
  • 42.9%Good
  • 14.3%Satisfactory
  • 14.3%Fair
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Structure Number: 33 0039,  Location: 04-ALA-084-14.32 (Lat: 37.594239,  Lng: -121.930869),  Route carried "on" structure: State highway 84,  Year Built: 1947,  Status: Open,  Structure Length: 30.21m (99.11ft),  Average Daily Traffic: 13,500 (year 2010),  Truck Traffic: 10%,  Average Future Daily Traffic: 32,822 (year 2043),  Design Load: H 20,  Features Intersected: ALAMEDA CR,UPRR,BNSF,ACE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.320,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 14,  Length of Maximum Span: 25.0m (82.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Channel: Very good,  Operating Rating: 68.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0042,  Location: 04-ALA-084-16.93 (Lat: 37.593311,  Lng: -121.889244),  Route carried "on" structure: Ramp State highway 84,  Year Built: 1941,  Status: Open,  Structure Length: 2.41m (7.91ft),  Average Daily Traffic: 13,500 (year 2010),  Truck Traffic: 10%,  Average Future Daily Traffic: 32,280 (year 2043),  Features Intersected: STATE ROUTE 84
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.930,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.1m (79.1ft),  Curb or Sidewalk Widths: Left: 3.6m (11.8ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 29.5 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: 22.7 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: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Critical Feature Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0043,  Location: 04-ALA-084-17.22 (Lat: 37.592658,  Lng: -121.884069),  Route carried "on" structure: State highway 84,  Year Built: 1939,  Status: Open,  Structure Length: 9.45m (31.00ft),  Average Daily Traffic: 13,500 (year 2010),  Truck Traffic: 10%,  Average Future Daily Traffic: 32,280 (year 2043),  Design Load: H 15,  Features Intersected: ARROYO DE LA LAGUNA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.220,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 25.0m (82.0ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 24.3 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: 16.8 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: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0047,  Location: 04-ALA-680-R10.15 (Lat: 37.577364,  Lng: -121.878153),  Route carried "on" structure: Interstate 680,  Year Built: 1927,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 18.41m (60.40ft),  Average Daily Traffic: 141,000 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 217,713 (year 2042),  Design Load: H 15,  Features Intersected: ALAMEDA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.150,  Lanes on structure: 7,  Base Highway Network: Yes (Inventory Route: 6,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 38.5m (126.3ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 15,  Length of Maximum Span: 13.1m (43.0ft),  Curb-To-Curb Width: 38.5m (126.3ft),  Out-to-Out Width: 40.3m (132.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 33.4 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: 25.6 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: Equal to present minimum criteria,  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: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 33 0295,  Location: 04-ALA-680-R9.71 (Lat: 37.574722,  Lng: -121.885450),  Route carried "on" structure: County highway ,  Year Built: 1963,  Status: Open,  Structure Length: 5.94m (19.49ft),  Average Daily Traffic: 1,500 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,690 (year 2042),  Design Load: HS 20,  Features Intersected: INTERSTATE 680,  Facility Carried by Structure: ANDRADE ROAD
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: 8.6m (28.2ft),  Skew: 1 degrees,  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: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 43.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 33.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: 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 2020,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0351,  Location: 04-ALA-680-R11.03 (Lat: 37.588594,  Lng: -121.870706),  Route carried "on" structure: Interstate 680,  Year Built: 1963,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 141,000 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 222,104 (year 2040),  Design Load: HS 20,  Features Intersected: SR 84 (CALAVERAS ROAD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.030,  Lanes on structure: 8,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 6,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 51.2m (168.0ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.0m (68.9ft),  Curb-To-Curb Width: 51.2m (168.0ft),  Out-to-Out Width: 52.4m (171.9ft)

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: 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: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 33 0352,  Location: 04-ALA-680-R11.81 (Lat: 37.592528,  Lng: -121.870278),  Route carried "on" structure: Interstate 680,  Year Built: 1967,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 10.09m (33.10ft),  Average Daily Traffic: 142,000 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 213,541 (year 2040),  Design Load: HS 20,  Features Intersected: STATE ROUTE 84 SB & OFF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.810,  Lanes on structure: 6,  Lanes under structure: 3,  Base Highway Network: Yes (Inventory Route: 6,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 34.9m (114.5ft),  Skew: 35 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 44.2m (145.0ft),  Curb-To-Curb Width: 34.9m (114.5ft),  Out-to-Out Width: 36.5m (119.8ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0386L,  Location: 04-ALA-680-R12.44 (Lat: 37.600792,  Lng: -121.872497),  Route carried "on" structure: Interstate 680,  Year Built: 1967,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 4.66m (15.29ft),  Average Daily Traffic: 59,000 (year 2009),  Truck Traffic: 10%,  Average Future Daily Traffic: 120,453 (year 2038),  Design Load: HS 20,  Features Intersected: KOOPMAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.440,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 6,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  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: 20.1m (65.9ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.66m (15.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $830,000,  Roadway Improvement Cost: $166,000,  Total Project Cost: $1,394,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0386R,  Location: 04-ALA-680-R12.44 (Lat: 37.600711,  Lng: -121.872175),  Route carried "on" structure: Interstate 680,  Year Built: 1967,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 5.33m (17.49ft),  Average Daily Traffic: 59,000 (year 2009),  Truck Traffic: 10%,  Average Future Daily Traffic: 120,453 (year 2038),  Design Load: HS 20,  Features Intersected: KOOPMAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.440,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 6,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  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: 20.1m (65.9ft),  Curb-To-Curb Width: 16.9m (55.4ft),  Out-to-Out Width: 17.8m (58.4ft)

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: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.33m (17.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0758,  Location: 04-ALA-680-R8.32 (Lat: 37.562361,  Lng: -121.905472),  Route carried "on" structure: County highway ,  Year Built: 2020,  Status: Open,  Structure Length: 7.38m (24.21ft),  Average Daily Traffic: 2,000 (year 2020),  Truck Traffic: 70%,  Average Future Daily Traffic: 2,681 (year 2038),  Design Load: HL 93,  Features Intersected: INTERSTATE ROUTE 680,  Facility Carried by Structure: SHERIDAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.5m (119.8ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 0.0m,  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33C0007,  Location: 0.25 MI NW OF FOOTHILL RD (Lat: 37.596928,  Lng: -121.890369),  Route carried "on" structure: County highway ,  Year Built: 1985,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 1,100 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 394 (year 2043),  Design Load: HS 20+Mod,  Features Intersected: SINBAD CREEK,  Facility Carried by Structure: KILKARE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.5m (34.4ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Very good,  Operating Rating: 34.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 20.7 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 33C0073,  Location: 5.2 MI NW/O COUNTY LINE (Lat: 37.534806,  Lng: -121.853533),  Route carried "on" structure: County highway ,  Year Built: 1964,  Status: Open,  Structure Length: 6.55m (21.49ft),  Average Daily Traffic: 1,200 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 817 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: ALAMEDA CREEK,  Facility Carried by Structure: CALAVERAS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 84.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.5 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2019,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33C0126,  Location: 0.9 MI SE/O I-680 (Lat: 37.576731,  Lng: -121.865008),  Route carried "on" structure: County highway ,  Year Built: 1932,  Status: Open,  Structure Length: 3.75m (12.30ft),  Average Daily Traffic: 1,920 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 817 (year 2041),  Features Intersected: SAN ANTONIO CREEK,  Facility Carried by Structure: CALAVERAS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.3m (46.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Fair,  Operating Rating: 34.3 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: 26.6 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 33C0145,  Location: AT KILKARE RD (Lat: 37.594469,  Lng: -121.888450),  Route carried "on" structure: County highway ,  Year Built: 1948,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 1,000 (year 2014),  Truck Traffic: 2%,  Average Future Daily Traffic: 817 (year 2041),  Features Intersected: SINBAD CREEK,  Facility Carried by Structure: FOOTHILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 64.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0042,  Location: 04-ALA-084-16.93 (Lat: 37.593311,  Lng: -121.889244),  Route carried "under" structure: State highway 84,  Year Built: 1941,  Structure Length: 0. m,  Average Daily Traffic: 13,500 (year 2010),  Truck Traffic: 10%,  Features Intersected: STATE ROUTE 84
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 16.930,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 24.1m (79.1ft)

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Structure Number: 33 0295,  Location: 04-ALA-680-R9.71 (Lat: 37.574722,  Lng: -121.885450),  Route carried "under" structure: Interstate 680,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 141,000 (year 2018),  Truck Traffic: 8%,  Features Intersected: INTERSTATE 680,  Facility Carried by Structure: ANDRADE ROAD
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 9.710,  Lanes on structure: 2,  Lanes under structure: 7,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 33 0351,  Location: 04-ALA-680-R11.03 (Lat: 37.588594,  Lng: -121.870706),  Route carried "under" structure: State highway 84,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 25,050 (year 2009),  Truck Traffic: 7%,  Features Intersected: SR 84 (CALAVERAS ROAD),  Facility Carried by Structure: INTERSTATE 680
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 17.990,  Lanes on structure: 8,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 21.0m (68.9ft)

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Structure Number: 33 0352,  Location: 04-ALA-680-R11.81 (Lat: 37.592528,  Lng: -121.870278),  Route carried "under" structure: State highway 84,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 25,500 (year 2009),  Truck Traffic: 2%,  Features Intersected: STATE ROUTE 84 SB & OFF,  Facility Carried by Structure: INTERSTATE 680
Minimum Vertical Clearance: 5.56m (18.24ft),  Kilometerpoint: 17.990,  Lanes on structure: 6,  Lanes under structure: 3,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 44.2m (145.0ft)

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Structure Number: 33 0758,  Location: 04-ALA-680-R8.32 (Lat: 37.562361,  Lng: -121.905472),  Route carried "under" structure: Interstate 680,  Year Built: 2020,  Structure Length: 0. m,  Average Daily Traffic: 153,300 (year 2017),  Truck Traffic: 8%,  Features Intersected: INTERSTATE ROUTE 680,  Facility Carried by Structure: SHERIDAN ROAD
Minimum Vertical Clearance: 7.44m (24.41ft),  Kilometerpoint: 8.320,  Lanes on structure: 2,  Lanes under structure: 10,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 36.5m (119.8ft)

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Structure Number: 33C0044,  Location: 0.1 MI W OF HWY 680 (Lat: 37.608864,  Lng: -121.874914),  Route carried "under" structure: County highway ,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 2,500 (year 1985),  Truck Traffic: 10%,  Features Intersected: PLEASANTON-SUNOL RD,  Facility Carried by Structure: UPRR, BNSF, AMTRAK
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 21.6m (70.9ft)

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Structure Number: 33C0105,  Location: NEAR VERONA RD W/O I680 (Lat: 37.626925,  Lng: -121.881289),  Route carried "under" structure: County highway ,  Year Built: 1907,  Structure Length: 0. m,  Average Daily Traffic: 1,800 (year 1976),  Truck Traffic: 2%,  Features Intersected: PLEASANTON-SUNOL RD,  Facility Carried by Structure: UPRR, BNSF, & ACE
Minimum Vertical Clearance: 4.68m (15.35ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.3m (119.1ft)

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