Bridge Statistics for Bay Point, California (CA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 16Number of bridges
- 131ft / 40.0mTotal length
- 498,227Total average daily traffic
- 30,874Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Bay Point
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 21960-1969
- 41970-1979
- 11980-1989
- 61990-1999
- 12000-2009
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 11960-1969
- 01970-1979
- 01980-1989
- 11990-1999
- Bridge Condition - Deck
- 69.2%Good
- 23.1%Fair
- 7.7%Poor
- Bridge Condition - Superstructure
- 92.3%Good
- 7.7%Fair
- Bridge Condition - Substructure
- 92.3%Good
- 7.7%Fair
- Bridge Condition - Channel
- 30.0%Excellent
- 70.0%Very good
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Structure Number: 28 0093L, Location: 04-CC-004-R20.32 (Lat: 38.019008, Lng: -121.938289), Route carried "on" structure: State highway 4, Year Built: 1997, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 63,500 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 105,026 (year 2042), Design Load: HS 20+Mod, Features Intersected: CONTRA COSTA CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.320, Lanes on structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 27.7m (90.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 27.7m (90.9ft), Out-to-Out Width: 28.7m (94.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 28 0093L, Location: 04-CC-004-R20.32 (Lat: 38.019008, Lng: -121.938289), Route carried "on" structure: State highway 4, Year Built: 1997, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 63,500 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 105,026 (year 2042), Design Load: HS 20+Mod, Features Intersected: CONTRA COSTA CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.320, Lanes on structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 27.7m (90.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 27.7m (90.9ft), Out-to-Out Width: 28.7m (94.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 28 0093R, Location: 04-CC-004-R20.32 (Lat: 38.018581, Lng: -121.938311), Route carried "on" structure: State highway 4, Year Built: 1997, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 63,500 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 105,026 (year 2039), Design Load: HS 20+Mod, Features Intersected: CONTRA COSTA CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.320, Lanes on structure: 5, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 27.7m (90.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 27.7m (90.9ft), Out-to-Out Width: 28.7m (94.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 28 0093R, Location: 04-CC-004-R20.32 (Lat: 38.018581, Lng: -121.938311), Route carried "on" structure: State highway 4, Year Built: 1997, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 63,500 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 105,026 (year 2039), Design Load: HS 20+Mod, Features Intersected: CONTRA COSTA CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.320, Lanes on structure: 5, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 27.7m (90.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 27.7m (90.9ft), Out-to-Out Width: 28.7m (94.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 28 0246L, Location: 04-CC-004-R16.83 (Lat: 38.013761, Lng: -121.997836), Route carried "on" structure: State highway 4, Year Built: 1975, Status: Open, Structure Length: 5.26m (17.26ft), Average Daily Traffic: 73,000 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 95,947 (year 2039), Design Load: HS 20, Features Intersected: WILLOW PASS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.830, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 52.5m (172.2ft), Curb-To-Curb Width: 19.0m (62.3ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 81.0 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: 52.8 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 28 0246L, Location: 04-CC-004-R16.83 (Lat: 38.013761, Lng: -121.997836), Route carried "on" structure: State highway 4, Year Built: 1975, Status: Open, Structure Length: 5.26m (17.26ft), Average Daily Traffic: 73,000 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 95,947 (year 2039), Design Load: HS 20, Features Intersected: WILLOW PASS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.830, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 52.5m (172.2ft), Curb-To-Curb Width: 19.0m (62.3ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 81.0 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: 52.8 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 28 0246R, Location: 04-CC-004-R16.83 (Lat: 38.013369, Lng: -121.997608), Route carried "on" structure: State highway 4, Year Built: 1976, Status: Open, Structure Length: 5.68m (18.64ft), Average Daily Traffic: 73,000 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 95,947 (year 2039), Design Load: HS 20, Features Intersected: WILLOW PASS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.830, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 55.6m (182.4ft), Curb-To-Curb Width: 19.0m (62.3ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Deck: Poor, Superstructure: Good, Substructure: Fair, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 66.7 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: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 28 0246R, Location: 04-CC-004-R16.83 (Lat: 38.013369, Lng: -121.997608), Route carried "on" structure: State highway 4, Year Built: 1976, Status: Open, Structure Length: 5.68m (18.64ft), Average Daily Traffic: 73,000 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 95,947 (year 2039), Design Load: HS 20, Features Intersected: WILLOW PASS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.830, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 55.6m (182.4ft), Curb-To-Curb Width: 19.0m (62.3ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Deck: Poor, Superstructure: Good, Substructure: Fair, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 66.7 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: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 28 0321K, Location: 04-CC-004-R20.02 (Lat: 38.019331, Lng: -121.944431), Route carried "on" structure: Ramp State highway 4, Year Built: 1997, Status: Open, Structure Length: 9.43m (30.94ft), Average Daily Traffic: 47,000 (year 2017), Truck Traffic: 9%, Average Future Daily Traffic: 55,923 (year 2039), Design Load: HS 20+Mod, Features Intersected: CONTRA COSTA CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.020, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 35.8m (117.5ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 28 0321K, Location: 04-CC-004-R20.02 (Lat: 38.019331, Lng: -121.944431), Route carried "on" structure: Ramp State highway 4, Year Built: 1997, Status: Open, Structure Length: 9.43m (30.94ft), Average Daily Traffic: 47,000 (year 2017), Truck Traffic: 9%, Average Future Daily Traffic: 55,923 (year 2039), Design Load: HS 20+Mod, Features Intersected: CONTRA COSTA CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.020, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 35.8m (117.5ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 28 0322K, Location: 04-CC-004-R20.07 (Lat: 38.019864, Lng: -121.942942), Route carried "on" structure: Ramp State highway 4, Year Built: 1997, Status: Open, Structure Length: 5.52m (18.11ft), Average Daily Traffic: 48,000 (year 2017), Truck Traffic: 9%, Average Future Daily Traffic: 61,007 (year 2039), Design Load: HS 20+Mod, Features Intersected: CONTRA COSTA CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.070, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.7m (81.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: High priority of replacement, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 28 0322K, Location: 04-CC-004-R20.07 (Lat: 38.019864, Lng: -121.942942), Route carried "on" structure: Ramp State highway 4, Year Built: 1997, Status: Open, Structure Length: 5.52m (18.11ft), Average Daily Traffic: 48,000 (year 2017), Truck Traffic: 9%, Average Future Daily Traffic: 61,007 (year 2039), Design Load: HS 20+Mod, Features Intersected: CONTRA COSTA CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.070, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.7m (81.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: High priority of replacement, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 28C0077, Location: AT SR 4 (Lat: 38.019494, Lng: -121.941697), Route carried "on" structure: County highway , Year Built: 1969, Year Reconstructed: 1995, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 16,200 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 21,689 (year 2036), Design Load: HS 20+Mod, Features Intersected: CONTRA COSTA CANAL, Facility Carried by Structure: BAILEY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 8, Owner: County Highway Agency, Approaching Roadway Width: 32.9m (107.9ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.6m (34.8ft), Curb or Sidewalk Widths: Left: 3.7m (12.1ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 32.9m (107.9ft), Out-to-Out Width: 40.8m (133.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2018, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 28C0077, Location: AT SR 4 (Lat: 38.019494, Lng: -121.941697), Route carried "on" structure: County highway , Year Built: 1969, Year Reconstructed: 1995, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 16,200 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 21,689 (year 2036), Design Load: HS 20+Mod, Features Intersected: CONTRA COSTA CANAL, Facility Carried by Structure: BAILEY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 8, Owner: County Highway Agency, Approaching Roadway Width: 32.9m (107.9ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.6m (34.8ft), Curb or Sidewalk Widths: Left: 3.7m (12.1ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 32.9m (107.9ft), Out-to-Out Width: 40.8m (133.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2018, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 28C0078, Location: 0.2 MI E BAILEY RD (Lat: 38.019333, Lng: -121.938261), Route carried "on" structure: County highway , Year Built: 1939, Year Reconstructed: 1969, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 10,900 (year 2013), Truck Traffic: 2%, Average Future Daily Traffic: 11,601 (year 2037), Features Intersected: CONTRA COSTA CANAL, Facility Carried by Structure: CANAL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.9m (35.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 25.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 15.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 28C0078, Location: 0.2 MI E BAILEY RD (Lat: 38.019333, Lng: -121.938261), Route carried "on" structure: County highway , Year Built: 1939, Year Reconstructed: 1969, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 10,900 (year 2013), Truck Traffic: 2%, Average Future Daily Traffic: 11,601 (year 2037), Features Intersected: CONTRA COSTA CANAL, Facility Carried by Structure: CANAL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.9m (35.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 25.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 15.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 28C0079, Location: 0.2 MI E BAILEY RD (Lat: 38.019647, Lng: -121.940097), Route carried "on" structure: County highway , Year Built: 1969, Status: Open, Structure Length: 1.96m (6.43ft), Average Daily Traffic: 10,900 (year 2013), Truck Traffic: 2%, Average Future Daily Traffic: 11,795 (year 2037), Features Intersected: CONTRA COSTA CANAL, Facility Carried by Structure: CANAL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.2m (63.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 36.3 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: 27.9 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 28C0079, Location: 0.2 MI E BAILEY RD (Lat: 38.019647, Lng: -121.940097), Route carried "on" structure: County highway , Year Built: 1969, Status: Open, Structure Length: 1.96m (6.43ft), Average Daily Traffic: 10,900 (year 2013), Truck Traffic: 2%, Average Future Daily Traffic: 11,795 (year 2037), Features Intersected: CONTRA COSTA CANAL, Facility Carried by Structure: CANAL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.2m (63.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 36.3 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: 27.9 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 28C0275, Location: 0.5 MI. W OF BAILEY ROAD (Lat: 38.020947, Lng: -121.950978), Route carried "on" structure: County highway , Year Built: 2018, Status: Open, Structure Length: 1.30m (4.27ft), Average Daily Traffic: 3,010 (year 2013), Truck Traffic: 4%, Average Future Daily Traffic: 8,327 (year 2037), Features Intersected: CONTRA COSTA CANAL, Facility Carried by Structure: CANAL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.0m (39.4ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 28C0275, Location: 0.5 MI. W OF BAILEY ROAD (Lat: 38.020947, Lng: -121.950978), Route carried "on" structure: County highway , Year Built: 2018, Status: Open, Structure Length: 1.30m (4.27ft), Average Daily Traffic: 3,010 (year 2013), Truck Traffic: 4%, Average Future Daily Traffic: 8,327 (year 2037), Features Intersected: CONTRA COSTA CANAL, Facility Carried by Structure: CANAL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.0m (39.4ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 28C0467, Location: 0.1MI SW PORT CHICAGO HWY (Lat: 38.025264, Lng: -121.961558), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 3.21m (10.53ft), Average Daily Traffic: 19,000 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 20,954 (year 2037), Design Load: HS 20+Mod, Features Intersected: CONTRA COSTA CANAL, Facility Carried by Structure: WILLOW PASS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 20.6m (67.6ft), Skew: 6 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.6m (103.7ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 20.6m (67.6ft), Out-to-Out Width: 22.4m (73.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 28C0467, Location: 0.1MI SW PORT CHICAGO HWY (Lat: 38.025264, Lng: -121.961558), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 3.21m (10.53ft), Average Daily Traffic: 19,000 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 20,954 (year 2037), Design Load: HS 20+Mod, Features Intersected: CONTRA COSTA CANAL, Facility Carried by Structure: WILLOW PASS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 20.6m (67.6ft), Skew: 6 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.6m (103.7ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 20.6m (67.6ft), Out-to-Out Width: 22.4m (73.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 28C0478, Location: 0.25 MI SW PACIFICA AVE (Lat: 38.033400, Lng: -121.978911), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 2,907 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 3,000 (year 2037), Design Load: HS 20+Mod, Features Intersected: CONTRA COSTA CANAL, Facility Carried by Structure: DRIFTWOOD DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.7m (38.4ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 28C0478, Location: 0.25 MI SW PACIFICA AVE (Lat: 38.033400, Lng: -121.978911), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 2,907 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 3,000 (year 2037), Design Load: HS 20+Mod, Features Intersected: CONTRA COSTA CANAL, Facility Carried by Structure: DRIFTWOOD DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.7m (38.4ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 28C0479, Location: 0.1 MI SW RIVERSIDE DR (Lat: 38.029025, Lng: -121.972531), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 1.21m (3.97ft), Average Daily Traffic: 2,355 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 2,610 (year 2036), Features Intersected: CONTRA COSTA CANAL, Facility Carried by Structure: MOTA DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.4m (37.4ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 28C0479, Location: 0.1 MI SW RIVERSIDE DR (Lat: 38.029025, Lng: -121.972531), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 1.21m (3.97ft), Average Daily Traffic: 2,355 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 2,610 (year 2036), Features Intersected: CONTRA COSTA CANAL, Facility Carried by Structure: MOTA DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.4m (37.4ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 28 0246L, Location: 04-CC-004-R16.83 (Lat: 38.013761, Lng: -121.997836), Route carried "under" structure: County highway , Year Built: 1975, Structure Length: 0. m, Average Daily Traffic: 22,357 (year 2017), Truck Traffic: 2%, Features Intersected: WILLOW PASS ROAD, Facility Carried by Structure: STATE ROUTE 4 WB
Minimum Vertical Clearance: 5.43m (17.81ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 52.5m (172.2ft)
Structure Number: 28 0246L, Location: 04-CC-004-R16.83 (Lat: 38.013761, Lng: -121.997836), Route carried "under" structure: County highway , Year Built: 1975, Structure Length: 0. m, Average Daily Traffic: 22,357 (year 2017), Truck Traffic: 2%, Features Intersected: WILLOW PASS ROAD, Facility Carried by Structure: STATE ROUTE 4 WB
Minimum Vertical Clearance: 5.43m (17.81ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 52.5m (172.2ft)
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Structure Number: 28 0246R, Location: 04-CC-004-R16.83 (Lat: 38.013369, Lng: -121.997608), Route carried "under" structure: County highway , Year Built: 1976, Structure Length: 0. m, Average Daily Traffic: 22,357 (year 2017), Truck Traffic: 2%, Features Intersected: WILLOW PASS ROAD, Facility Carried by Structure: STATE ROUTE 4 EB
Minimum Vertical Clearance: 5.38m (17.65ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 55.6m (182.4ft)
Structure Number: 28 0246R, Location: 04-CC-004-R16.83 (Lat: 38.013369, Lng: -121.997608), Route carried "under" structure: County highway , Year Built: 1976, Structure Length: 0. m, Average Daily Traffic: 22,357 (year 2017), Truck Traffic: 2%, Features Intersected: WILLOW PASS ROAD, Facility Carried by Structure: STATE ROUTE 4 EB
Minimum Vertical Clearance: 5.38m (17.65ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 55.6m (182.4ft)
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Structure Number: 28C0456, Location: 500 FT S. OF EVORA ROAD (Lat: 38.013628, Lng: -121.997742), Route carried "under" structure: County highway , Year Built: 2007, Structure Length: 0. m, Average Daily Traffic: 20,241 (year 2003), Truck Traffic: 1%, Features Intersected: WILLOW PASS RD, Facility Carried by Structure: BARTD
Minimum Vertical Clearance: 7.75m (25.43ft), Kilometerpoint: 0.000, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 29.5m (96.8ft)
Structure Number: 28C0456, Location: 500 FT S. OF EVORA ROAD (Lat: 38.013628, Lng: -121.997742), Route carried "under" structure: County highway , Year Built: 2007, Structure Length: 0. m, Average Daily Traffic: 20,241 (year 2003), Truck Traffic: 1%, Features Intersected: WILLOW PASS RD, Facility Carried by Structure: BARTD
Minimum Vertical Clearance: 7.75m (25.43ft), Kilometerpoint: 0.000, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 29.5m (96.8ft)