Bridge Statistics for San Pablo, California (CA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 14Number of bridges
- 89ft / 27.0mTotal length
- 929,492Total average daily traffic
- 27,533Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for San Pablo
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 61950-1959
- 11960-1969
- 11970-1979
- 11980-1989
- 31990-1999
- 12010-2019
- Bridge Condition - Deck
- 14.3%Good
- 14.3%Satisfactory
- 42.9%Fair
- 28.6%Poor
- Bridge Condition - Superstructure
- 85.7%Good
- 14.3%Fair
- Bridge Condition - Channel
- 10.0%Excellent
- 10.0%Very good
- 40.0%Good
- 30.0%Satisfactory
- 10.0%Fair
- Bridge Condition - Culverts
- 40.0%Good
- 60.0%Satisfactory
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Structure Number: 28 0080L, Location: 04-CC-080-2.04-RCH (Lat: 37.925183, Lng: -122.320786), Route carried "on" structure: Interstate 80, Year Built: 1997, Status: Open, Structure Length: 7.01m (23.00ft), Average Daily Traffic: 89,500 (year 2009), Truck Traffic: 3%, Average Future Daily Traffic: 115,001 (year 2039), Design Load: HS 20+Mod, Features Intersected: CUTTING BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.040, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 18.7m (61.4ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 31.6m (103.7ft), Curb-To-Curb Width: 18.7m (61.4ft), Out-to-Out Width: 19.7m (64.6ft)
Condition: Deck: Fair, 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: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 28 0080L, Location: 04-CC-080-2.04-RCH (Lat: 37.925183, Lng: -122.320786), Route carried "on" structure: Interstate 80, Year Built: 1997, Status: Open, Structure Length: 7.01m (23.00ft), Average Daily Traffic: 89,500 (year 2009), Truck Traffic: 3%, Average Future Daily Traffic: 115,001 (year 2039), Design Load: HS 20+Mod, Features Intersected: CUTTING BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.040, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 18.7m (61.4ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 31.6m (103.7ft), Curb-To-Curb Width: 18.7m (61.4ft), Out-to-Out Width: 19.7m (64.6ft)
Condition: Deck: Fair, 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: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 28 0089, Location: 04-CC-080-4.34-SPB (Lat: 37.955761, Lng: -122.329981), Route carried "on" structure: City street , Year Built: 1956, Status: Open, Structure Length: 3.94m (12.93ft), Average Daily Traffic: 29,196 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 43,614 (year 2041), Design Load: HS 20, Features Intersected: INTERSTATE 80, Facility Carried by Structure: SAN PABLO DAM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Operating Rating: 36.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 25.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: 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 0089, Location: 04-CC-080-4.34-SPB (Lat: 37.955761, Lng: -122.329981), Route carried "on" structure: City street , Year Built: 1956, Status: Open, Structure Length: 3.94m (12.93ft), Average Daily Traffic: 29,196 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 43,614 (year 2041), Design Load: HS 20, Features Intersected: INTERSTATE 80, Facility Carried by Structure: SAN PABLO DAM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Operating Rating: 36.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 25.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: 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 0107, Location: 04-CC-080-4.81 (Lat: 37.962503, Lng: -122.328639), Route carried "on" structure: Interstate 80, Year Built: 1954, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 179,000 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 230,004 (year 2039), Features Intersected: SAN PABLO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.810, Lanes on structure: 10, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 30.5m (100.1ft), Skew: 35 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Good, Culverts: Good, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
Structure Number: 28 0107, Location: 04-CC-080-4.81 (Lat: 37.962503, Lng: -122.328639), Route carried "on" structure: Interstate 80, Year Built: 1954, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 179,000 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 230,004 (year 2039), Features Intersected: SAN PABLO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.810, Lanes on structure: 10, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 30.5m (100.1ft), Skew: 35 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Good, Culverts: Good, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
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Structure Number: 28 0175, Location: 04-CC-080-3.99-SPB (Lat: 37.951239, Lng: -122.327114), Route carried "on" structure: Interstate 80, Year Built: 1956, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 179,000 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 230,004 (year 2039), Features Intersected: WILDCAT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.990, Lanes on structure: 8, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 30.5m (100.1ft), Skew: 39 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, Structural Evaluation: Equal to 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: July 2021
Structure Number: 28 0175, Location: 04-CC-080-3.99-SPB (Lat: 37.951239, Lng: -122.327114), Route carried "on" structure: Interstate 80, Year Built: 1956, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 179,000 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 230,004 (year 2039), Features Intersected: WILDCAT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.990, Lanes on structure: 8, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 30.5m (100.1ft), Skew: 39 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, Structural Evaluation: Equal to 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: July 2021
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Structure Number: 28C005, Location: 200 FT E OF S MAIN ST (Lat: 37.887281, Lng: -122.055600), Route carried "on" structure: City street , Year Built: 1959, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 800 (year 2013), Truck Traffic: 2%, Average Future Daily Traffic: 1,627 (year 2038), Design Load: HS 20, Features Intersected: SAN RAMON CREEK, Facility Carried by Structure: CREEKSIDE DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 15.1m (49.5ft)
Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 53.5 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: 41.1 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: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, 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: 28C005, Location: 200 FT E OF S MAIN ST (Lat: 37.887281, Lng: -122.055600), Route carried "on" structure: City street , Year Built: 1959, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 800 (year 2013), Truck Traffic: 2%, Average Future Daily Traffic: 1,627 (year 2038), Design Load: HS 20, Features Intersected: SAN RAMON CREEK, Facility Carried by Structure: CREEKSIDE DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 15.1m (49.5ft)
Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 53.5 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: 41.1 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: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, 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: 28C0057, Location: AT ROAD 20 (Lat: 37.962622, Lng: -122.345128), Route carried "on" structure: City street , Year Built: 1926, Year Reconstructed: 1970, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 20,490 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 30,431 (year 2042), Design Load: H 15, Features Intersected: SAN PABLO CREEK, Facility Carried by Structure: SAN PABLO AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 21.6m (70.9ft), Skew: 9 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 2.3m (7.5ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 21.3m (69.9ft), Out-to-Out Width: 25.9m (85.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 25.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 15.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to 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: 28C0057, Location: AT ROAD 20 (Lat: 37.962622, Lng: -122.345128), Route carried "on" structure: City street , Year Built: 1926, Year Reconstructed: 1970, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 20,490 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 30,431 (year 2042), Design Load: H 15, Features Intersected: SAN PABLO CREEK, Facility Carried by Structure: SAN PABLO AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 21.6m (70.9ft), Skew: 9 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 2.3m (7.5ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 21.3m (69.9ft), Out-to-Out Width: 25.9m (85.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 25.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 15.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to 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: 28C0322, Location: 0.1 MI S SAN PABLO AVE (Lat: 37.957950, Lng: -122.340767), Route carried "on" structure: City street , Year Built: 1973, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 13,320 (year 2010), Truck Traffic: 4%, Average Future Daily Traffic: 15,653 (year 2036), Design Load: HS 20, Features Intersected: WILDCAT CREEK, Facility Carried by Structure: CHURCH LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 21.4m (70.2ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 21.4m (70.2ft), Out-to-Out Width: 29.0m (95.1ft)
Condition: Channel: Satisfactory, Culverts: 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2018
Structure Number: 28C0322, Location: 0.1 MI S SAN PABLO AVE (Lat: 37.957950, Lng: -122.340767), Route carried "on" structure: City street , Year Built: 1973, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 13,320 (year 2010), Truck Traffic: 4%, Average Future Daily Traffic: 15,653 (year 2036), Design Load: HS 20, Features Intersected: WILDCAT CREEK, Facility Carried by Structure: CHURCH LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 21.4m (70.2ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 21.4m (70.2ft), Out-to-Out Width: 29.0m (95.1ft)
Condition: Channel: Satisfactory, Culverts: 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2018
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Structure Number: 28C0323, Location: 0.1 MI S EL PORTAL (Lat: 37.961986, Lng: -122.336367), Route carried "on" structure: City street , Year Built: 1955, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 12,540 (year 2010), Truck Traffic: 2%, Average Future Daily Traffic: 20,855 (year 2042), Design Load: H 20, Features Intersected: SAN PABLO CREEK, Facility Carried by Structure: CHURCH LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 61.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.6 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, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 28C0323, Location: 0.1 MI S EL PORTAL (Lat: 37.961986, Lng: -122.336367), Route carried "on" structure: City street , Year Built: 1955, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 12,540 (year 2010), Truck Traffic: 2%, Average Future Daily Traffic: 20,855 (year 2042), Design Load: H 20, Features Intersected: SAN PABLO CREEK, Facility Carried by Structure: CHURCH LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 61.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.6 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, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 28C0324, Location: 0.1 MI S OF BROOKSIDE DR. (Lat: 37.961875, Lng: -122.355767), Route carried "on" structure: City street , Year Built: 1994, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 25,106 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 28,755 (year 2038), Features Intersected: WILDCAT CREEK, Facility Carried by Structure: 13TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 23.5m (77.1ft), Skew: 22 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.7m (15.4ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 19.8m (65.0ft), Out-to-Out Width: 23.3m (76.4ft)
Condition: Channel: Satisfactory, 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable 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: 28C0324, Location: 0.1 MI S OF BROOKSIDE DR. (Lat: 37.961875, Lng: -122.355767), Route carried "on" structure: City street , Year Built: 1994, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 25,106 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 28,755 (year 2038), Features Intersected: WILDCAT CREEK, Facility Carried by Structure: 13TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 23.5m (77.1ft), Skew: 22 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.7m (15.4ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 19.8m (65.0ft), Out-to-Out Width: 23.3m (76.4ft)
Condition: Channel: Satisfactory, 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable 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: 28C0326, Location: AT PARR BLVD (Lat: 37.966578, Lng: -122.356342), Route carried "on" structure: City street , Year Built: 1981, Status: Open, Structure Length: 2.89m (9.48ft), Average Daily Traffic: 5,000 (year 2006), Truck Traffic: 1%, Average Future Daily Traffic: 8,326 (year 2042), Features Intersected: SAN PABLO CREEK, Facility Carried by Structure: GIANT HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.8m (48.6ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 52.5 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: 35.0 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior 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
Structure Number: 28C0326, Location: AT PARR BLVD (Lat: 37.966578, Lng: -122.356342), Route carried "on" structure: City street , Year Built: 1981, Status: Open, Structure Length: 2.89m (9.48ft), Average Daily Traffic: 5,000 (year 2006), Truck Traffic: 1%, Average Future Daily Traffic: 8,326 (year 2042), Features Intersected: SAN PABLO CREEK, Facility Carried by Structure: GIANT HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.8m (48.6ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 52.5 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: 35.0 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior 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
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Structure Number: 28C0327, Location: 0.1 MI S STANTON AVE (Lat: 37.977175, Lng: -122.353486), Route carried "on" structure: City street , Year Built: 1993, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 4,220 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 8,125 (year 2038), Features Intersected: RHEAM CREEK, Facility Carried by Structure: GIANT HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.4m (47.2ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.6m (5.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Channel: Good, Culverts: 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: Equal to 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: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 28C0327, Location: 0.1 MI S STANTON AVE (Lat: 37.977175, Lng: -122.353486), Route carried "on" structure: City street , Year Built: 1993, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 4,220 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 8,125 (year 2038), Features Intersected: RHEAM CREEK, Facility Carried by Structure: GIANT HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.4m (47.2ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.6m (5.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Channel: Good, Culverts: 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: Equal to 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: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 28C0492, Location: 0.1 MI S SAN PABLO AVE (Lat: 37.959197, Lng: -122.343697), Route carried "on" structure: City street , Year Built: 1960, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 13,320 (year 2010), Truck Traffic: 4%, Average Future Daily Traffic: 15,758 (year 2038), Features Intersected: WILDCAT CREEK, Facility Carried by Structure: VAN NESS STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 2 degrees, Material/Design: Prestressed 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: 9.4m (30.8ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 34.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 20.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable 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, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 28C0492, Location: 0.1 MI S SAN PABLO AVE (Lat: 37.959197, Lng: -122.343697), Route carried "on" structure: City street , Year Built: 1960, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 13,320 (year 2010), Truck Traffic: 4%, Average Future Daily Traffic: 15,758 (year 2038), Features Intersected: WILDCAT CREEK, Facility Carried by Structure: VAN NESS STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 2 degrees, Material/Design: Prestressed 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: 9.4m (30.8ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 34.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 20.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable 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, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 28 0089, Location: 04-CC-080-4.34-SPB (Lat: 37.955761, Lng: -122.329981), Route carried "under" structure: Interstate 80, Year Built: 1956, Structure Length: 0. m, Average Daily Traffic: 179,000 (year 2019), Truck Traffic: 3%, Features Intersected: INTERSTATE 80, Facility Carried by Structure: SAN PABLO DAM ROAD
Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 4.340, Lanes on structure: 4, Lanes under structure: 8, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 18.3m (60.0ft)
Structure Number: 28 0089, Location: 04-CC-080-4.34-SPB (Lat: 37.955761, Lng: -122.329981), Route carried "under" structure: Interstate 80, Year Built: 1956, Structure Length: 0. m, Average Daily Traffic: 179,000 (year 2019), Truck Traffic: 3%, Features Intersected: INTERSTATE 80, Facility Carried by Structure: SAN PABLO DAM ROAD
Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 4.340, Lanes on structure: 4, Lanes under structure: 8, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 18.3m (60.0ft)
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Structure Number: 28 0405, Location: 04-CC-080-4.06-SPB (Lat: 37.953194, Lng: -122.328806), Route carried "under" structure: Interstate 80, Year Built: 2016, Structure Length: 0. m, Average Daily Traffic: 179,000 (year 2019), Truck Traffic: 3%, Features Intersected: INTERSTATE 80, Facility Carried by Structure: PEDESTRIAN WALKWAY
Minimum Vertical Clearance: 5.82m (19.09ft), Kilometerpoint: 4.060, Lanes under structure: 9, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 48.2m (158.1ft)
Structure Number: 28 0405, Location: 04-CC-080-4.06-SPB (Lat: 37.953194, Lng: -122.328806), Route carried "under" structure: Interstate 80, Year Built: 2016, Structure Length: 0. m, Average Daily Traffic: 179,000 (year 2019), Truck Traffic: 3%, Features Intersected: INTERSTATE 80, Facility Carried by Structure: PEDESTRIAN WALKWAY
Minimum Vertical Clearance: 5.82m (19.09ft), Kilometerpoint: 4.060, Lanes under structure: 9, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 48.2m (158.1ft)