Bridge Statistics for Pinole, California (CA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 21Number of bridges
- 230ft / 70.0mTotal length
- $9,657,000Total costs
- 1,094,149Total average daily traffic
- 47,923Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Pinole
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 21930-1939
- 51950-1959
- 41960-1969
- 21970-1979
- 41980-1989
- 31990-1999
- Reconstructed bridges - Historical Statistics
- 11950-1959
- 01960-1969
- 01970-1979
- 01980-1989
- 21990-1999
- Bridge Condition - Deck
- 53.3%Good
- 40.0%Fair
- 6.7%Poor
- Bridge Condition - Superstructure
- 62.5%Good
- 6.3%Satisfactory
- 25.0%Fair
- 6.3%Poor
- Bridge Condition - Substructure
- 81.3%Good
- 18.8%Fair
- Bridge Condition - Channel
- 8.3%Excellent
- 33.3%Very good
- 16.7%Good
- 25.0%Satisfactory
- 8.3%Fair
- 8.3%Poor
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Structure Number: 28 0121, Location: 04-CC-080-8.51-PIN (Lat: 37.996900, Lng: -122.286164), Route carried "on" structure: Interstate 80, Year Built: 1957, Year Reconstructed: 1997, Status: Open, Structure Length: 3.52m (11.55ft), Average Daily Traffic: 179,000 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 238,954 (year 2039), Design Load: HS 20, Features Intersected: PINOLE VALLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.510, Lanes on structure: 8, Lanes under structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 30.5m (100.1ft), Skew: 31 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.6m (107.0ft), Curb-To-Curb Width: 36.6m (120.1ft), Out-to-Out Width: 38.2m (125.3ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 76.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 28 0121, Location: 04-CC-080-8.51-PIN (Lat: 37.996900, Lng: -122.286164), Route carried "on" structure: Interstate 80, Year Built: 1957, Year Reconstructed: 1997, Status: Open, Structure Length: 3.52m (11.55ft), Average Daily Traffic: 179,000 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 238,954 (year 2039), Design Load: HS 20, Features Intersected: PINOLE VALLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.510, Lanes on structure: 8, Lanes under structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 30.5m (100.1ft), Skew: 31 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.6m (107.0ft), Curb-To-Curb Width: 36.6m (120.1ft), Out-to-Out Width: 38.2m (125.3ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 76.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 28 0146R, Location: 04-CC-080-7.60-PIN (Lat: 37.993639, Lng: -122.302236), Route carried "on" structure: City street , Year Built: 1957, Status: Open, Structure Length: 8.50m (27.89ft), Average Daily Traffic: 20,000 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 32,712 (year 2041), Design Load: HS 20, Features Intersected: INTERSTATE 80, Facility Carried by Structure: APPIAN WAY SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 3, Length of Maximum Span: 31.1m (102.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 56.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 28 0146R, Location: 04-CC-080-7.60-PIN (Lat: 37.993639, Lng: -122.302236), Route carried "on" structure: City street , Year Built: 1957, Status: Open, Structure Length: 8.50m (27.89ft), Average Daily Traffic: 20,000 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 32,712 (year 2041), Design Load: HS 20, Features Intersected: INTERSTATE 80, Facility Carried by Structure: APPIAN WAY SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 3, Length of Maximum Span: 31.1m (102.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 56.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 28 0184, Location: 04-CC-080-8.40-PIN (Lat: 37.996219, Lng: -122.287189), Route carried "on" structure: Interstate 80, Year Built: 1957, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 179,000 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 238,954 (year 2043), Features Intersected: PINOLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.400, Lanes on structure: 8, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 36.6m (120.1ft), Skew: 31 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Very good, Culverts: Good, Structural Evaluation: Better than 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: July 2021
Structure Number: 28 0184, Location: 04-CC-080-8.40-PIN (Lat: 37.996219, Lng: -122.287189), Route carried "on" structure: Interstate 80, Year Built: 1957, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 179,000 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 238,954 (year 2043), Features Intersected: PINOLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.400, Lanes on structure: 8, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 36.6m (120.1ft), Skew: 31 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Very good, Culverts: Good, Structural Evaluation: Better than 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: July 2021
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Structure Number: 28 0288L, Location: 04-CC-080-7.62-PIN (Lat: 37.993744, Lng: -122.301919), Route carried "on" structure: City street , Year Built: 1985, Status: Open, Structure Length: 7.38m (24.21ft), Average Daily Traffic: 20,000 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 43,614 (year 2041), Design Load: HS 20+Mod, Features Intersected: INTERSTATE 80, Facility Carried by Structure: APPIAN WAY NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 38.7m (127.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 15.1m (49.5ft)
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: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 28 0288L, Location: 04-CC-080-7.62-PIN (Lat: 37.993744, Lng: -122.301919), Route carried "on" structure: City street , Year Built: 1985, Status: Open, Structure Length: 7.38m (24.21ft), Average Daily Traffic: 20,000 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 43,614 (year 2041), Design Load: HS 20+Mod, Features Intersected: INTERSTATE 80, Facility Carried by Structure: APPIAN WAY NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 38.7m (127.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 15.1m (49.5ft)
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: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 28 0308, Location: 04-CC-080-6.70-PIN (Lat: 37.986683, Lng: -122.315267), Route carried "on" structure: City street , Year Built: 1997, Status: Open, Structure Length: 17.70m (58.07ft), Average Daily Traffic: 31,057 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 73,919 (year 2041), Design Load: HS 20+Mod, Features Intersected: INTERSTATE 80, Facility Carried by Structure: RICHMOND PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 9, Lanes under structure: 10, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 30.9m (101.4ft), Skew: 29 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 56.0m (183.7ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 30.9m (101.4ft), Out-to-Out Width: 35.6m (116.8ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: 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: July 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 28 0308, Location: 04-CC-080-6.70-PIN (Lat: 37.986683, Lng: -122.315267), Route carried "on" structure: City street , Year Built: 1997, Status: Open, Structure Length: 17.70m (58.07ft), Average Daily Traffic: 31,057 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 73,919 (year 2041), Design Load: HS 20+Mod, Features Intersected: INTERSTATE 80, Facility Carried by Structure: RICHMOND PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 9, Lanes under structure: 10, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 30.9m (101.4ft), Skew: 29 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 56.0m (183.7ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 30.9m (101.4ft), Out-to-Out Width: 35.6m (116.8ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: 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: July 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 28C0061, Location: 0.1 MI E TENNENT AVE (Lat: 38.006225, Lng: -122.289442), Route carried "on" structure: City street , Year Built: 1929, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 11,000 (year 2012), Truck Traffic: 6%, Average Future Daily Traffic: 24,229 (year 2042), Features Intersected: PINOLE CREEK, Facility Carried by Structure: SAN PABLO AVE
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: 18.3m (60.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 25.5m (83.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 30.5 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: 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 28C0061, Location: 0.1 MI E TENNENT AVE (Lat: 38.006225, Lng: -122.289442), Route carried "on" structure: City street , Year Built: 1929, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 11,000 (year 2012), Truck Traffic: 6%, Average Future Daily Traffic: 24,229 (year 2042), Features Intersected: PINOLE CREEK, Facility Carried by Structure: SAN PABLO AVE
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: 18.3m (60.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 25.5m (83.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 30.5 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: 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 28C0062, Location: WEST OF CAROL LANE (Lat: 38.008036, Lng: -122.286797), Route carried "on" structure: City street , Year Built: 1938, Status: Open, Structure Length: 12.95m (42.49ft), Average Daily Traffic: 10,300 (year 2012), Truck Traffic: 6%, Average Future Daily Traffic: 24,229 (year 2042), Design Load: H 15, Features Intersected: BNSF RY AND AMTRAK, Facility Carried by Structure: SAN PABLO AVE
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: 16.5m (54.1ft), Skew: 30 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 13, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 18.7m (61.4ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Good, Operating Rating: 36.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 12.95m (42.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $5,570,000, Roadway Improvement Cost: $1,114,000, Total Project Cost: $9,358,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 28C0062, Location: WEST OF CAROL LANE (Lat: 38.008036, Lng: -122.286797), Route carried "on" structure: City street , Year Built: 1938, Status: Open, Structure Length: 12.95m (42.49ft), Average Daily Traffic: 10,300 (year 2012), Truck Traffic: 6%, Average Future Daily Traffic: 24,229 (year 2042), Design Load: H 15, Features Intersected: BNSF RY AND AMTRAK, Facility Carried by Structure: SAN PABLO AVE
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: 16.5m (54.1ft), Skew: 30 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 13, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 18.7m (61.4ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Good, Operating Rating: 36.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 12.95m (42.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $5,570,000, Roadway Improvement Cost: $1,114,000, Total Project Cost: $9,358,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 28C007, Location: DANVILLE BLVD (Lat: 37.878611, Lng: -122.049625), Route carried "on" structure: City street , Year Built: 1964, Status: Open, Structure Length: 1.05m (3.44ft), Average Daily Traffic: 9,392 (year 2013), Truck Traffic: 4%, Average Future Daily Traffic: 15,064 (year 2036), Design Load: HS 20, Features Intersected: SAN RAMON CREEK, Facility Carried by Structure: RUDGEAR RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 33 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.2m (33.5ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 23.0m (75.5ft), Out-to-Out Width: 45.5m (149.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 87.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.8 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: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 28C007, Location: DANVILLE BLVD (Lat: 37.878611, Lng: -122.049625), Route carried "on" structure: City street , Year Built: 1964, Status: Open, Structure Length: 1.05m (3.44ft), Average Daily Traffic: 9,392 (year 2013), Truck Traffic: 4%, Average Future Daily Traffic: 15,064 (year 2036), Design Load: HS 20, Features Intersected: SAN RAMON CREEK, Facility Carried by Structure: RUDGEAR RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 33 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.2m (33.5ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 23.0m (75.5ft), Out-to-Out Width: 45.5m (149.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 87.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.8 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: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 28C0076, Location: 1.2 MI SE OF I-80 (Lat: 37.981019, Lng: -122.270794), Route carried "on" structure: City street , Year Built: 1966, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 19,900 (year 2012), Truck Traffic: 4%, Average Future Daily Traffic: 24,229 (year 2042), Design Load: H 20, Features Intersected: PINOLE CREEK, Facility Carried by Structure: PINOLE VALLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.0m (29.5ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 0.0m, Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 43.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 24.0 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: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 28C0076, Location: 1.2 MI SE OF I-80 (Lat: 37.981019, Lng: -122.270794), Route carried "on" structure: City street , Year Built: 1966, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 19,900 (year 2012), Truck Traffic: 4%, Average Future Daily Traffic: 24,229 (year 2042), Design Load: H 20, Features Intersected: PINOLE CREEK, Facility Carried by Structure: PINOLE VALLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.0m (29.5ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 0.0m, Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 43.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 24.0 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: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 28C0133, Location: 0.3 MI S SAN PABLO AVE (Lat: 38.002436, Lng: -122.288467), Route carried "on" structure: City street , Year Built: 1967, Year Reconstructed: 1997, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 8,000 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 22,026 (year 2042), Features Intersected: PINOLE CREEK, Facility Carried by Structure: TENNENT AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 15.4m (50.5ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 24.9 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: 17.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 28C0133, Location: 0.3 MI S SAN PABLO AVE (Lat: 38.002436, Lng: -122.288467), Route carried "on" structure: City street , Year Built: 1967, Year Reconstructed: 1997, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 8,000 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 22,026 (year 2042), Features Intersected: PINOLE CREEK, Facility Carried by Structure: TENNENT AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 15.4m (50.5ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 24.9 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: 17.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 28C0134, Location: 0.3 MI SOUTH OF I-80 (Lat: 37.992681, Lng: -122.285344), Route carried "on" structure: City street , Year Built: 1936, Year Reconstructed: 1962, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 14,000 (year 2012), Truck Traffic: 6%, Average Future Daily Traffic: 33,040 (year 2042), Features Intersected: PINOLE CREEK, Facility Carried by Structure: PINOLE VALLEY RD
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: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 19.4m (63.6ft), Out-to-Out Width: 22.5m (73.8ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 48.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2020, Critical Feature Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 28C0134, Location: 0.3 MI SOUTH OF I-80 (Lat: 37.992681, Lng: -122.285344), Route carried "on" structure: City street , Year Built: 1936, Year Reconstructed: 1962, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 14,000 (year 2012), Truck Traffic: 6%, Average Future Daily Traffic: 33,040 (year 2042), Features Intersected: PINOLE CREEK, Facility Carried by Structure: PINOLE VALLEY RD
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: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 19.4m (63.6ft), Out-to-Out Width: 22.5m (73.8ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 48.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2020, Critical Feature Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 28C0136, Location: 2.0 MI S/E OF I 80 (Lat: 37.979483, Lng: -122.264378), Route carried "on" structure: City street , Year Built: 1996, Status: Open, Structure Length: 4.60m (15.09ft), Average Daily Traffic: 4,000 (year 2012), Truck Traffic: 4%, Average Future Daily Traffic: 14,316 (year 2042), Features Intersected: PINOLE CREEK, Facility Carried by Structure: PINOLE VLY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 46.0m (150.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Poor, 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 28C0136, Location: 2.0 MI S/E OF I 80 (Lat: 37.979483, Lng: -122.264378), Route carried "on" structure: City street , Year Built: 1996, Status: Open, Structure Length: 4.60m (15.09ft), Average Daily Traffic: 4,000 (year 2012), Truck Traffic: 4%, Average Future Daily Traffic: 14,316 (year 2042), Features Intersected: PINOLE CREEK, Facility Carried by Structure: PINOLE VLY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 46.0m (150.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Poor, 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 28C041, Location: AT PASO NOGAL (Lat: 37.967397, Lng: -122.076772), Route carried "on" structure: City street , Year Built: 1972, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 800 (year 1981), Truck Traffic: 1%, Average Future Daily Traffic: 2,180 (year 2041), Features Intersected: CONTRA COSTA CANAL, Facility Carried by Structure: NORSE DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 31.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 18.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $178,000, Roadway Improvement Cost: $35,000, Total Project Cost: $299,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 28C041, Location: AT PASO NOGAL (Lat: 37.967397, Lng: -122.076772), Route carried "on" structure: City street , Year Built: 1972, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 800 (year 1981), Truck Traffic: 1%, Average Future Daily Traffic: 2,180 (year 2041), Features Intersected: CONTRA COSTA CANAL, Facility Carried by Structure: NORSE DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 31.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 18.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $178,000, Roadway Improvement Cost: $35,000, Total Project Cost: $299,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 28C0416, Location: 0.1 MI E OF PINOLE VAL RD (Lat: 37.990842, Lng: -122.283836), Route carried "on" structure: City street , Year Built: 1971, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 1,500 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 2,699 (year 2038), Design Load: HS 20, Features Intersected: PINOLE CREEK, Facility Carried by Structure: RAMONA ST
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: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 2.5m (8.2ft), Right: 2.9m (9.5ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 18.2m (59.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 60.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 28C0416, Location: 0.1 MI E OF PINOLE VAL RD (Lat: 37.990842, Lng: -122.283836), Route carried "on" structure: City street , Year Built: 1971, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 1,500 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 2,699 (year 2038), Design Load: HS 20, Features Intersected: PINOLE CREEK, Facility Carried by Structure: RAMONA ST
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: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 2.5m (8.2ft), Right: 2.9m (9.5ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 18.2m (59.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 60.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 28C0417, Location: 0.1 MI E OF PINOLE VAL RD (Lat: 37.985361, Lng: -122.279764), Route carried "on" structure: City street , Year Built: 1966, Status: Open, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 1,300 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 2,752 (year 2042), Features Intersected: PINOLE CREEK, Facility Carried by Structure: SIMAS AVE
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: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 15.3m (50.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 56.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 28C0417, Location: 0.1 MI E OF PINOLE VAL RD (Lat: 37.985361, Lng: -122.279764), Route carried "on" structure: City street , Year Built: 1966, Status: Open, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 1,300 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 2,752 (year 2042), Features Intersected: PINOLE CREEK, Facility Carried by Structure: SIMAS AVE
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: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 15.3m (50.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 56.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 28C051, Location: 2.2 MI W RAILROAD AVE (Lat: 38.008031, Lng: -121.901733), Route carried "on" structure: City street , Year Built: 1981, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 5,000 (year 1998), Truck Traffic: 3%, Average Future Daily Traffic: 7,633 (year 2041), Design Load: HS 20, Features Intersected: CONTRA COSTA CANAL, Facility Carried by Structure: CRESTVIEW DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.6m (61.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 2.6m (8.5ft), Right: 2.6m (8.5ft), Curb-To-Curb Width: 18.6m (61.0ft), Out-to-Out Width: 24.4m (80.1ft)
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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 28C051, Location: 2.2 MI W RAILROAD AVE (Lat: 38.008031, Lng: -121.901733), Route carried "on" structure: City street , Year Built: 1981, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 5,000 (year 1998), Truck Traffic: 3%, Average Future Daily Traffic: 7,633 (year 2041), Design Load: HS 20, Features Intersected: CONTRA COSTA CANAL, Facility Carried by Structure: CRESTVIEW DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.6m (61.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 2.6m (8.5ft), Right: 2.6m (8.5ft), Curb-To-Curb Width: 18.6m (61.0ft), Out-to-Out Width: 24.4m (80.1ft)
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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 28C0517, Location: .13 MI E OF PINOLE VLY RD (Lat: 37.999089, Lng: -122.288222), Route carried "on" structure: City street , Year Built: 1986, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 1,000 (year 2000), Truck Traffic: 1%, Average Future Daily Traffic: 3,071 (year 2042), Features Intersected: PINOLE CREEK, Facility Carried by Structure: HENRY AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Material/Design: Steel, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft)
Condition: Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020
Structure Number: 28C0517, Location: .13 MI E OF PINOLE VLY RD (Lat: 37.999089, Lng: -122.288222), Route carried "on" structure: City street , Year Built: 1986, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 1,000 (year 2000), Truck Traffic: 1%, Average Future Daily Traffic: 3,071 (year 2042), Features Intersected: PINOLE CREEK, Facility Carried by Structure: HENRY AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Material/Design: Steel, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft)
Condition: Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020
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Structure Number: 28 0121, Location: 04-CC-080-8.51-PIN (Lat: 37.996900, Lng: -122.286164), Route carried "under" structure: City street , Year Built: 1957, Structure Length: 0. m, Average Daily Traffic: 19,900 (year 2017), Truck Traffic: 3%, Features Intersected: PINOLE VALLEY ROAD, Facility Carried by Structure: INTERSTATE 80
Minimum Vertical Clearance: 7.87m (25.82ft), Kilometerpoint: 0.000, Lanes on structure: 8, Lanes under structure: 6, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 32.6m (107.0ft)
Structure Number: 28 0121, Location: 04-CC-080-8.51-PIN (Lat: 37.996900, Lng: -122.286164), Route carried "under" structure: City street , Year Built: 1957, Structure Length: 0. m, Average Daily Traffic: 19,900 (year 2017), Truck Traffic: 3%, Features Intersected: PINOLE VALLEY ROAD, Facility Carried by Structure: INTERSTATE 80
Minimum Vertical Clearance: 7.87m (25.82ft), Kilometerpoint: 0.000, Lanes on structure: 8, Lanes under structure: 6, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 32.6m (107.0ft)
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Structure Number: 28 0146R, Location: 04-CC-080-7.60-PIN (Lat: 37.993639, Lng: -122.302236), Route carried "under" structure: Interstate 80, Year Built: 1957, Structure Length: 0. m, Average Daily Traffic: 190,000 (year 2019), Truck Traffic: 5%, Features Intersected: INTERSTATE 80, Facility Carried by Structure: APPIAN WAY SB
Minimum Vertical Clearance: 5.48m (17.98ft), Kilometerpoint: 7.600, Lanes on structure: 2, Lanes under structure: 9, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 31.1m (102.0ft)
Structure Number: 28 0146R, Location: 04-CC-080-7.60-PIN (Lat: 37.993639, Lng: -122.302236), Route carried "under" structure: Interstate 80, Year Built: 1957, Structure Length: 0. m, Average Daily Traffic: 190,000 (year 2019), Truck Traffic: 5%, Features Intersected: INTERSTATE 80, Facility Carried by Structure: APPIAN WAY SB
Minimum Vertical Clearance: 5.48m (17.98ft), Kilometerpoint: 7.600, Lanes on structure: 2, Lanes under structure: 9, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 31.1m (102.0ft)
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Structure Number: 28 0288L, Location: 04-CC-080-7.62-PIN (Lat: 37.993744, Lng: -122.301919), Route carried "under" structure: Interstate 80, Year Built: 1985, Structure Length: 0. m, Average Daily Traffic: 190,000 (year 2019), Truck Traffic: 5%, Features Intersected: INTERSTATE 80, Facility Carried by Structure: APPIAN WAY NB
Minimum Vertical Clearance: 5.84m (19.16ft), Kilometerpoint: 7.620, Lanes on structure: 3, Lanes under structure: 7, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 38.7m (127.0ft)
Structure Number: 28 0288L, Location: 04-CC-080-7.62-PIN (Lat: 37.993744, Lng: -122.301919), Route carried "under" structure: Interstate 80, Year Built: 1985, Structure Length: 0. m, Average Daily Traffic: 190,000 (year 2019), Truck Traffic: 5%, Features Intersected: INTERSTATE 80, Facility Carried by Structure: APPIAN WAY NB
Minimum Vertical Clearance: 5.84m (19.16ft), Kilometerpoint: 7.620, Lanes on structure: 3, Lanes under structure: 7, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 38.7m (127.0ft)
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Structure Number: 28 0308, Location: 04-CC-080-6.70-PIN (Lat: 37.986683, Lng: -122.315267), Route carried "under" structure: Interstate 80, Year Built: 1997, Structure Length: 0. m, Average Daily Traffic: 179,000 (year 2019), Truck Traffic: 3%, Features Intersected: INTERSTATE 80, Facility Carried by Structure: RICHMOND PARKWAY
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 6.700, Lanes on structure: 9, Lanes under structure: 10, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 56.0m (183.7ft)
Structure Number: 28 0308, Location: 04-CC-080-6.70-PIN (Lat: 37.986683, Lng: -122.315267), Route carried "under" structure: Interstate 80, Year Built: 1997, Structure Length: 0. m, Average Daily Traffic: 179,000 (year 2019), Truck Traffic: 3%, Features Intersected: INTERSTATE 80, Facility Carried by Structure: RICHMOND PARKWAY
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 6.700, Lanes on structure: 9, Lanes under structure: 10, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 56.0m (183.7ft)