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 - historical statistics
- 11900-1909
- 11920-1929
- 21930-1939
- 41940-1949
- 91960-1969
- 21980-1989
- 22020-2022
- Reconstructed bridges - Historical Statistics
- 41990-1999
- 02000-2009
- 12010-2019
- Bridge Condition - Deck
- 50.0%Good
- 7.1%Satisfactory
- 28.6%Fair
- 14.3%Poor
- Bridge Condition - Superstructure
- 71.4%Good
- 28.6%Fair
- Bridge Condition - Substructure
- 92.9%Good
- 7.1%Fair
- 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
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
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
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
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
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
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
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
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
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
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
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
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
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
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)
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)
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)
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)
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)
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)
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)
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)