Bridge Statistics for Pleasant Hill, California (CA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 26Number of bridges
- 315ft / 96.2mTotal length
- $156,000Total costs
- 972,530Total average daily traffic
- 35,100Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Pleasant Hill
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 11940-1949
- 41950-1959
- 61960-1969
- 21970-1979
- 31980-1989
- 81990-1999
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 21960-1969
- 11970-1979
- Bridge Condition - Deck
- 64.7%Good
- 11.8%Satisfactory
- 17.6%Fair
- 5.9%Poor
- Bridge Condition - Superstructure
- 70.6%Good
- 5.9%Satisfactory
- 17.6%Fair
- 5.9%Poor
- Bridge Condition - Channel
- 62.5%Very good
- 31.3%Good
- 6.3%Satisfactory
- Bridge Condition - Culverts
- 50.0%Good
- 50.0%Satisfactory
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Structure Number: 28 0104, Location: 04-CC-680-R17.70-PLHL (Lat: 37.944556, Lng: -122.058236), Route carried "on" structure: Interstate 680, Year Built: 1998, Status: Open, Structure Length: 16.83m (55.22ft), Average Daily Traffic: 235,000 (year 2009), Truck Traffic: 4%, Average Future Daily Traffic: 381,996 (year 2043), Design Load: HS 20+Mod, Features Intersected: MONUMENT BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.700, Lanes on structure: 11, Lanes under structure: 10, Base Highway Network: Yes (Inventory Route: 6, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 48.7m (159.8ft), Skew: 30 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 84.1m (275.9ft), Curb-To-Curb Width: 48.7m (159.8ft), Out-to-Out Width: 50.5m (165.7ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 28 0104, Location: 04-CC-680-R17.70-PLHL (Lat: 37.944556, Lng: -122.058236), Route carried "on" structure: Interstate 680, Year Built: 1998, Status: Open, Structure Length: 16.83m (55.22ft), Average Daily Traffic: 235,000 (year 2009), Truck Traffic: 4%, Average Future Daily Traffic: 381,996 (year 2043), Design Load: HS 20+Mod, Features Intersected: MONUMENT BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.700, Lanes on structure: 11, Lanes under structure: 10, Base Highway Network: Yes (Inventory Route: 6, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 48.7m (159.8ft), Skew: 30 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 84.1m (275.9ft), Curb-To-Curb Width: 48.7m (159.8ft), Out-to-Out Width: 50.5m (165.7ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 28 0115, Location: 04-CC-680-16.88-PLHL (Lat: 37.933350, Lng: -122.060900), Route carried "on" structure: City street , Year Built: 1982, Status: Open, Structure Length: 10.00m (32.81ft), Average Daily Traffic: 16,900 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 32,712 (year 2041), Design Load: HS 20+Mod, Features Intersected: I 680, N MAIN STREET, Facility Carried by Structure: OAK PARK BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 17, Owner: State Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Skew: 21 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 38.6m (126.6ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 30.5m (100.1ft), Out-to-Out Width: 34.4m (112.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 28 0115, Location: 04-CC-680-16.88-PLHL (Lat: 37.933350, Lng: -122.060900), Route carried "on" structure: City street , Year Built: 1982, Status: Open, Structure Length: 10.00m (32.81ft), Average Daily Traffic: 16,900 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 32,712 (year 2041), Design Load: HS 20+Mod, Features Intersected: I 680, N MAIN STREET, Facility Carried by Structure: OAK PARK BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 17, Owner: State Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Skew: 21 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 38.6m (126.6ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 30.5m (100.1ft), Out-to-Out Width: 34.4m (112.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 28 0320S, Location: 04-CC-004-R19.98 (Lat: 38.018244, Lng: -121.944658), Route carried "on" structure: ServiceCity street , Year Built: 1997, Status: Open, Structure Length: 1.29m (4.23ft), Average Daily Traffic: 12,000 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 20,819 (year 2039), Design Load: HS 20+Mod, Features Intersected: E4-BAILEY RD OFF RAMP, Facility Carried by Structure: BART ACCESS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.0m (39.4ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.6m (8.5ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 20.5m (67.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 28 0320S, Location: 04-CC-004-R19.98 (Lat: 38.018244, Lng: -121.944658), Route carried "on" structure: ServiceCity street , Year Built: 1997, Status: Open, Structure Length: 1.29m (4.23ft), Average Daily Traffic: 12,000 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 20,819 (year 2039), Design Load: HS 20+Mod, Features Intersected: E4-BAILEY RD OFF RAMP, Facility Carried by Structure: BART ACCESS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.0m (39.4ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.6m (8.5ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 20.5m (67.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum 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 0325K, Location: 04-CC-680-R17.44-PLHL (Lat: 37.939444, Lng: -122.060703), Route carried "on" structure: City street , Year Built: 1998, Status: Open, Structure Length: 35.48m (116.40ft), Average Daily Traffic: 5,000 (year 2000), Truck Traffic: 3%, Average Future Daily Traffic: 6,542 (year 2041), Design Load: HS 20+Mod, Features Intersected: CONTRA COSTA-S680 ON RMP, Facility Carried by Structure: CONTRA COSTA BL NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 9 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 8, Length of Maximum Span: 54.9m (180.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 28 0325K, Location: 04-CC-680-R17.44-PLHL (Lat: 37.939444, Lng: -122.060703), Route carried "on" structure: City street , Year Built: 1998, Status: Open, Structure Length: 35.48m (116.40ft), Average Daily Traffic: 5,000 (year 2000), Truck Traffic: 3%, Average Future Daily Traffic: 6,542 (year 2041), Design Load: HS 20+Mod, Features Intersected: CONTRA COSTA-S680 ON RMP, Facility Carried by Structure: CONTRA COSTA BL NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 9 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 8, Length of Maximum Span: 54.9m (180.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 28 0325S, Location: 04-CC-680-R17.40-PLHL (Lat: 37.940703, Lng: -122.059564), Route carried "on" structure: Ramp Interstate 680, Year Built: 1998, Status: Open, Structure Length: 8.79m (28.84ft), Average Daily Traffic: 12,100 (year 2012), Truck Traffic: 3%, Average Future Daily Traffic: 17,446 (year 2041), Design Load: HS 20+Mod, Features Intersected: INTERSTATE 680
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.400, Lanes on structure: 2, Lanes under structure: 13, Owner: State Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Skew: 9 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 55.0m (180.4ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 28 0325S, Location: 04-CC-680-R17.40-PLHL (Lat: 37.940703, Lng: -122.059564), Route carried "on" structure: Ramp Interstate 680, Year Built: 1998, Status: Open, Structure Length: 8.79m (28.84ft), Average Daily Traffic: 12,100 (year 2012), Truck Traffic: 3%, Average Future Daily Traffic: 17,446 (year 2041), Design Load: HS 20+Mod, Features Intersected: INTERSTATE 680
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.400, Lanes on structure: 2, Lanes under structure: 13, Owner: State Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Skew: 9 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 55.0m (180.4ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 28C0073, Location: 0.2 MI W CONTRA COSTA BLV (Lat: 37.961436, Lng: -122.066339), Route carried "on" structure: City street , Year Built: 1961, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 14,800 (year 1979), Truck Traffic: 5%, Average Future Daily Traffic: 27,078 (year 2037), Features Intersected: GRAYSON CREEK, Facility Carried by Structure: TAYLOR BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.8m (48.6ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.0m (3.3ft), Curb-To-Curb Width: 22.2m (72.8ft), Out-to-Out Width: 27.4m (89.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 51.5 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: 36.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 28C0073, Location: 0.2 MI W CONTRA COSTA BLV (Lat: 37.961436, Lng: -122.066339), Route carried "on" structure: City street , Year Built: 1961, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 14,800 (year 1979), Truck Traffic: 5%, Average Future Daily Traffic: 27,078 (year 2037), Features Intersected: GRAYSON CREEK, Facility Carried by Structure: TAYLOR BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.8m (48.6ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.0m (3.3ft), Curb-To-Curb Width: 22.2m (72.8ft), Out-to-Out Width: 27.4m (89.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 51.5 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: 36.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 28C0074, Location: 0.8 MI W CONTRA COSTA BLV (Lat: 37.961092, Lng: -122.075656), Route carried "on" structure: City street , Year Built: 1961, Year Reconstructed: 1968, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 12,300 (year 1979), Truck Traffic: 5%, Average Future Daily Traffic: 24,747 (year 2037), Features Intersected: CONTRA COSTA CANAL, Facility Carried by Structure: TAYLOR BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 21 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 27.4m (89.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 51.5 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: 38.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 28C0074, Location: 0.8 MI W CONTRA COSTA BLV (Lat: 37.961092, Lng: -122.075656), Route carried "on" structure: City street , Year Built: 1961, Year Reconstructed: 1968, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 12,300 (year 1979), Truck Traffic: 5%, Average Future Daily Traffic: 24,747 (year 2037), Features Intersected: CONTRA COSTA CANAL, Facility Carried by Structure: TAYLOR BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 21 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 27.4m (89.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 51.5 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: 38.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 28C0094, Location: AT MOHR LANE (Lat: 37.947397, Lng: -122.051706), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 33,600 (year 1979), Truck Traffic: 5%, Average Future Daily Traffic: 52,688 (year 2041), Design Load: HS 20, Features Intersected: WALNUT CREEK, Facility Carried by Structure: MONUMENT BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.9m (101.4ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 23.2m (76.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 48.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 23.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 28C0094, Location: AT MOHR LANE (Lat: 37.947397, Lng: -122.051706), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 33,600 (year 1979), Truck Traffic: 5%, Average Future Daily Traffic: 52,688 (year 2041), Design Load: HS 20, Features Intersected: WALNUT CREEK, Facility Carried by Structure: MONUMENT BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.9m (101.4ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 23.2m (76.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 48.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 23.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 28C0265, Location: 0.15 MI W- CONTRA COSTA (Lat: 37.971525, Lng: -122.066758), Route carried "on" structure: City street , Year Built: 2014, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 700 (year 2014), Truck Traffic: 1%, Average Future Daily Traffic: 1,491 (year 2043), Design Load: HS 20+Mod, Features Intersected: GRAYSON CREEK, Facility Carried by Structure: GOLF CLUB ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 33 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 25.0m (82.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 28C0265, Location: 0.15 MI W- CONTRA COSTA (Lat: 37.971525, Lng: -122.066758), Route carried "on" structure: City street , Year Built: 2014, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 700 (year 2014), Truck Traffic: 1%, Average Future Daily Traffic: 1,491 (year 2043), Design Load: HS 20+Mod, Features Intersected: GRAYSON CREEK, Facility Carried by Structure: GOLF CLUB ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 33 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 25.0m (82.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 28C0346, Location: 0.3 MI W CONTRA COSTA BL (Lat: 37.943414, Lng: -122.065675), Route carried "on" structure: City street , Year Built: 1954, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 7,400 (year 1978), Truck Traffic: 3%, Average Future Daily Traffic: 16,464 (year 2041), Features Intersected: E. FORK GRAYSON CREEK, Facility Carried by Structure: BOYD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.1m (13.5ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 28C0346, Location: 0.3 MI W CONTRA COSTA BL (Lat: 37.943414, Lng: -122.065675), Route carried "on" structure: City street , Year Built: 1954, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 7,400 (year 1978), Truck Traffic: 3%, Average Future Daily Traffic: 16,464 (year 2041), Features Intersected: E. FORK GRAYSON CREEK, Facility Carried by Structure: BOYD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.1m (13.5ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 28C0347, Location: 0.1 MI E PLEASANT HILL RD (Lat: 37.947800, Lng: -122.080511), Route carried "on" structure: City street , Year Built: 1939, Year Reconstructed: 1975, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 9,000 (year 1973), Truck Traffic: 5%, Average Future Daily Traffic: 23,988 (year 2041), Design Load: H 15, Features Intersected: CONTRA COSTA CANAL, Facility Carried by Structure: GREGORY LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.6m (21.7ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 24.4m (80.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 38.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 28C0347, Location: 0.1 MI E PLEASANT HILL RD (Lat: 37.947800, Lng: -122.080511), Route carried "on" structure: City street , Year Built: 1939, Year Reconstructed: 1975, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 9,000 (year 1973), Truck Traffic: 5%, Average Future Daily Traffic: 23,988 (year 2041), Design Load: H 15, Features Intersected: CONTRA COSTA CANAL, Facility Carried by Structure: GREGORY LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.6m (21.7ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 24.4m (80.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 38.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 28C0348, Location: 0.4 MI W CONTRA COSTA BL (Lat: 37.947869, Lng: -122.067717), Route carried "on" structure: City street , Year Built: 1959, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 10,000 (year 1973), Truck Traffic: 5%, Average Future Daily Traffic: 24,912 (year 2037), Design Load: HS 20, Features Intersected: GRAYSON CREEK, Facility Carried by Structure: GREGORY LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.2m (20.3ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 19.4m (63.6ft), Out-to-Out Width: 22.2m (72.8ft)
Condition: Channel: Very good, Culverts: 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 28C0348, Location: 0.4 MI W CONTRA COSTA BL (Lat: 37.947869, Lng: -122.067717), Route carried "on" structure: City street , Year Built: 1959, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 10,000 (year 1973), Truck Traffic: 5%, Average Future Daily Traffic: 24,912 (year 2037), Design Load: HS 20, Features Intersected: GRAYSON CREEK, Facility Carried by Structure: GREGORY LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.2m (20.3ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 19.4m (63.6ft), Out-to-Out Width: 22.2m (72.8ft)
Condition: Channel: Very good, Culverts: 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 28C0349, Location: LESLIE DRIVE (Lat: 37.953950, Lng: -122.067514), Route carried "on" structure: City street , Year Built: 1958, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 3,400 (year 1973), Truck Traffic: 1%, Average Future Daily Traffic: 6,037 (year 2041), Design Load: HS 15, Features Intersected: GRAYSON CREEK, Facility Carried by Structure: ELINORA DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.2m (20.3ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Good, Channel: Very good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $93,000, Roadway Improvement Cost: $18,000, Total Project Cost: $156,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 28C0349, Location: LESLIE DRIVE (Lat: 37.953950, Lng: -122.067514), Route carried "on" structure: City street , Year Built: 1958, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 3,400 (year 1973), Truck Traffic: 1%, Average Future Daily Traffic: 6,037 (year 2041), Design Load: HS 15, Features Intersected: GRAYSON CREEK, Facility Carried by Structure: ELINORA DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.2m (20.3ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Good, Channel: Very good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $93,000, Roadway Improvement Cost: $18,000, Total Project Cost: $156,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 28C0364, Location: 0.1 MI W CONTRA COSTA BL (Lat: 37.975083, Lng: -122.066508), Route carried "on" structure: City street , Year Built: 1969, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 10,810 (year 1978), Truck Traffic: 2%, Average Future Daily Traffic: 27,717 (year 2043), Design Load: HS 20, Features Intersected: GRAYSON CREEK, Facility Carried by Structure: CHILPACINGO PARKWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 35 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 28.0m (91.9ft)
Condition: Channel: Good, Culverts: 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 28C0364, Location: 0.1 MI W CONTRA COSTA BL (Lat: 37.975083, Lng: -122.066508), Route carried "on" structure: City street , Year Built: 1969, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 10,810 (year 1978), Truck Traffic: 2%, Average Future Daily Traffic: 27,717 (year 2043), Design Load: HS 20, Features Intersected: GRAYSON CREEK, Facility Carried by Structure: CHILPACINGO PARKWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 35 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 28.0m (91.9ft)
Condition: Channel: Good, Culverts: 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 28C0385, Location: 0.04 MI S THIRD AVE (Lat: 37.978697, Lng: -122.076472), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 3,200 (year 1998), Truck Traffic: 1%, Average Future Daily Traffic: 5,489 (year 2043), Features Intersected: CONTRA COSTA CANAL, Facility Carried by Structure: CHRISTEN DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.4m (44.0ft)
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: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 28C0385, Location: 0.04 MI S THIRD AVE (Lat: 37.978697, Lng: -122.076472), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 3,200 (year 1998), Truck Traffic: 1%, Average Future Daily Traffic: 5,489 (year 2043), Features Intersected: CONTRA COSTA CANAL, Facility Carried by Structure: CHRISTEN DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.4m (44.0ft)
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: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 28C0396, Location: AT PASO NOGAL (Lat: 37.971294, Lng: -122.073856), Route carried "on" structure: County highway , Year Built: 1940, Year Reconstructed: 1974, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 5,000 (year 2013), Truck Traffic: 1%, Average Future Daily Traffic: 9,460 (year 2037), Features Intersected: CONTRA COSTA CANAL, Facility Carried by Structure: GOLF CLUB ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: County Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 23.2m (76.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 28.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 16.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, 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: 28C0396, Location: AT PASO NOGAL (Lat: 37.971294, Lng: -122.073856), Route carried "on" structure: County highway , Year Built: 1940, Year Reconstructed: 1974, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 5,000 (year 2013), Truck Traffic: 1%, Average Future Daily Traffic: 9,460 (year 2037), Features Intersected: CONTRA COSTA CANAL, Facility Carried by Structure: GOLF CLUB ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: County Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 23.2m (76.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 28.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 16.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, 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: 28C0411, Location: AT RUTH DR (Lat: 37.966519, Lng: -122.066783), Route carried "on" structure: City street , Year Built: 1960, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 8,300 (year 1979), Truck Traffic: 1%, Average Future Daily Traffic: 12,624 (year 2041), Design Load: HS 20, Features Intersected: GRAYSON CREEK, Facility Carried by Structure: VIKING DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.3m (73.2ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 53.5 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 48 months, Inspection Date: Febuary 2021, Other Special Inspection Date: January 2019, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 28C0411, Location: AT RUTH DR (Lat: 37.966519, Lng: -122.066783), Route carried "on" structure: City street , Year Built: 1960, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 8,300 (year 1979), Truck Traffic: 1%, Average Future Daily Traffic: 12,624 (year 2041), Design Load: HS 20, Features Intersected: GRAYSON CREEK, Facility Carried by Structure: VIKING DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.3m (73.2ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 53.5 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 48 months, Inspection Date: Febuary 2021, Other Special Inspection Date: January 2019, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 28C0412, Location: AT RUTH DR (Lat: 37.959933, Lng: -122.066283), Route carried "on" structure: City street , Year Built: 1957, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 800 (year 1979), Truck Traffic: 1%, Average Future Daily Traffic: 1,636 (year 2041), Features Intersected: GRAYSON CREEK, Facility Carried by Structure: HARRIET DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 45.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 28C0412, Location: AT RUTH DR (Lat: 37.959933, Lng: -122.066283), Route carried "on" structure: City street , Year Built: 1957, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 800 (year 1979), Truck Traffic: 1%, Average Future Daily Traffic: 1,636 (year 2041), Features Intersected: GRAYSON CREEK, Facility Carried by Structure: HARRIET DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 45.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 28C0413, Location: 0.3 MI S TAYLOR BLVD (Lat: 37.956578, Lng: -122.073397), Route carried "on" structure: City street , Year Built: 1979, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 120 (year 1981), Truck Traffic: 2%, Average Future Daily Traffic: 248 (year 2037), Features Intersected: GRAYSON CREEK, Facility Carried by Structure: LUCILLE LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.4m (50.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 70.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 28C0413, Location: 0.3 MI S TAYLOR BLVD (Lat: 37.956578, Lng: -122.073397), Route carried "on" structure: City street , Year Built: 1979, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 120 (year 1981), Truck Traffic: 2%, Average Future Daily Traffic: 248 (year 2037), Features Intersected: GRAYSON CREEK, Facility Carried by Structure: LUCILLE LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.4m (50.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 70.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 28C0414, Location: 0.1 MI W LUCILLE LN (Lat: 37.955883, Lng: -122.074556), Route carried "on" structure: City street , Year Built: 1967, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 100 (year 1981), Truck Traffic: 1%, Average Future Daily Traffic: 137 (year 2041), Features Intersected: GRAYSON CREEK, Facility Carried by Structure: MILBURN DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.6m (34.8ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 36.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 22.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 28C0414, Location: 0.1 MI W LUCILLE LN (Lat: 37.955883, Lng: -122.074556), Route carried "on" structure: City street , Year Built: 1967, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 100 (year 1981), Truck Traffic: 1%, Average Future Daily Traffic: 137 (year 2041), Features Intersected: GRAYSON CREEK, Facility Carried by Structure: MILBURN DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.6m (34.8ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 36.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 22.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 28C0454, Location: 0.1 MI W CONTRA COSTA BL (Lat: 37.973578, Lng: -122.065467), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 2,000 (year 1991), Truck Traffic: 2%, Average Future Daily Traffic: 3,842 (year 2041), Features Intersected: GRAYSON CREEK, Facility Carried by Structure: COTTONWOOD DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 28C0454, Location: 0.1 MI W CONTRA COSTA BL (Lat: 37.973578, Lng: -122.065467), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 2,000 (year 1991), Truck Traffic: 2%, Average Future Daily Traffic: 3,842 (year 2041), Features Intersected: GRAYSON CREEK, Facility Carried by Structure: COTTONWOOD DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 28 0104, Location: 04-CC-680-R17.70-PLHL (Lat: 37.944556, Lng: -122.058236), Route carried "under" structure: Business City street , Year Built: 1998, Structure Length: 0. m, Average Daily Traffic: 35,000 (year 2016), Truck Traffic: 3%, Features Intersected: MONUMENT BOULEVARD, Facility Carried by Structure: INTERSTATE 680
Minimum Vertical Clearance: 4.97m (16.31ft), Kilometerpoint: 0.000, Lanes on structure: 11, Lanes under structure: 10, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 84.1m (275.9ft)
Structure Number: 28 0104, Location: 04-CC-680-R17.70-PLHL (Lat: 37.944556, Lng: -122.058236), Route carried "under" structure: Business City street , Year Built: 1998, Structure Length: 0. m, Average Daily Traffic: 35,000 (year 2016), Truck Traffic: 3%, Features Intersected: MONUMENT BOULEVARD, Facility Carried by Structure: INTERSTATE 680
Minimum Vertical Clearance: 4.97m (16.31ft), Kilometerpoint: 0.000, Lanes on structure: 11, Lanes under structure: 10, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 84.1m (275.9ft)
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Structure Number: 28 0115, Location: 04-CC-680-16.88-PLHL (Lat: 37.933350, Lng: -122.060900), Route carried "under" structure: Interstate 680, Year Built: 1982, Structure Length: 0. m, Average Daily Traffic: 257,000 (year 2009), Truck Traffic: 3%, Features Intersected: I 680, N MAIN STREET, Facility Carried by Structure: OAK PARK BLVD
Minimum Vertical Clearance: 5.02m (16.47ft), Kilometerpoint: 16.880, Lanes on structure: 5, Lanes under structure: 12, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 38.6m (126.6ft)
Structure Number: 28 0115, Location: 04-CC-680-16.88-PLHL (Lat: 37.933350, Lng: -122.060900), Route carried "under" structure: Interstate 680, Year Built: 1982, Structure Length: 0. m, Average Daily Traffic: 257,000 (year 2009), Truck Traffic: 3%, Features Intersected: I 680, N MAIN STREET, Facility Carried by Structure: OAK PARK BLVD
Minimum Vertical Clearance: 5.02m (16.47ft), Kilometerpoint: 16.880, Lanes on structure: 5, Lanes under structure: 12, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 38.6m (126.6ft)
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Structure Number: 28 0115, Location: 04-CC-680-16.88-PLHL (Lat: 37.933350, Lng: -122.060900), Route carried "under" structure: City street A058, Year Built: 1982, Structure Length: 0. m, Average Daily Traffic: 18,000 (year 2016), Truck Traffic: 4%, Features Intersected: I 680, N MAIN STREET, Facility Carried by Structure: OAK PARK BLVD
Minimum Vertical Clearance: 5.02m (16.47ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 5, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 38.6m (126.6ft)
Structure Number: 28 0115, Location: 04-CC-680-16.88-PLHL (Lat: 37.933350, Lng: -122.060900), Route carried "under" structure: City street A058, Year Built: 1982, Structure Length: 0. m, Average Daily Traffic: 18,000 (year 2016), Truck Traffic: 4%, Features Intersected: I 680, N MAIN STREET, Facility Carried by Structure: OAK PARK BLVD
Minimum Vertical Clearance: 5.02m (16.47ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 5, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 38.6m (126.6ft)
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Structure Number: 28 0325K, Location: 04-CC-680-R17.44-PLHL (Lat: 37.939444, Lng: -122.060703), Route carried "under" structure: Ramp Interstate 680, Year Built: 1998, Structure Length: 0. m, Average Daily Traffic: 25,000 (year 2000), Truck Traffic: 4%, Features Intersected: CONTRA COSTA-S680 ON RMP, Facility Carried by Structure: CONTRA COSTA BL NB
Minimum Vertical Clearance: 5.66m (18.57ft), Kilometerpoint: 17.440, Lanes on structure: 3, Lanes under structure: 1, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 54.9m (180.1ft)
Structure Number: 28 0325K, Location: 04-CC-680-R17.44-PLHL (Lat: 37.939444, Lng: -122.060703), Route carried "under" structure: Ramp Interstate 680, Year Built: 1998, Structure Length: 0. m, Average Daily Traffic: 25,000 (year 2000), Truck Traffic: 4%, Features Intersected: CONTRA COSTA-S680 ON RMP, Facility Carried by Structure: CONTRA COSTA BL NB
Minimum Vertical Clearance: 5.66m (18.57ft), Kilometerpoint: 17.440, Lanes on structure: 3, Lanes under structure: 1, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 54.9m (180.1ft)
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Structure Number: 28 0325S, Location: 04-CC-680-R17.40-PLHL (Lat: 37.940703, Lng: -122.059564), Route carried "under" structure: Interstate 680, Year Built: 1998, Structure Length: 0. m, Average Daily Traffic: 235,000 (year 2009), Truck Traffic: 4%, Features Intersected: INTERSTATE 680
Minimum Vertical Clearance: 6.40m (21.00ft), Kilometerpoint: 17.400, Lanes on structure: 2, Lanes under structure: 13, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 55.0m (180.4ft)
Structure Number: 28 0325S, Location: 04-CC-680-R17.40-PLHL (Lat: 37.940703, Lng: -122.059564), Route carried "under" structure: Interstate 680, Year Built: 1998, Structure Length: 0. m, Average Daily Traffic: 235,000 (year 2009), Truck Traffic: 4%, Features Intersected: INTERSTATE 680
Minimum Vertical Clearance: 6.40m (21.00ft), Kilometerpoint: 17.400, Lanes on structure: 2, Lanes under structure: 13, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 55.0m (180.4ft)