Bridge Statistics for Union City, California (CA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 22Number of bridges
- 269ft / 82.0mTotal length
- $11,328,000Total costs
- 1,152,392Total average daily traffic
- 87,925Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Union City
- No street view available for this location
- New bridges - historical statistics
- 31920-1929
- 71950-1959
- 71960-1969
- 31970-1979
- 21990-1999
- Reconstructed bridges - Historical Statistics
- 11950-1959
- 11960-1969
- 11970-1979
- 51980-1989
- 11990-1999
- Bridge Condition - Deck
- 46.7%Good
- 6.7%Satisfactory
- 33.3%Fair
- 13.3%Poor
- Bridge Condition - Superstructure
- 86.7%Good
- 6.7%Satisfactory
- 6.7%Poor
- Bridge Condition - Substructure
- 80.0%Good
- 20.0%Fair
- Bridge Condition - Channel
- 6.3%Excellent
- 31.3%Very good
- 56.3%Good
- 6.3%Satisfactory
- Bridge Condition - Culverts
- 25.0%Satisfactory
- 75.0%Fair
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Structure Number: 33 0005, Location: 04-ALA-238-7.19-UNC (Lat: 37.606867, Lng: -122.020522), Route carried "on" structure: State highway 238, Year Built: 1929, Year Reconstructed: 1969, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 26,250 (year 2009), Average Future Daily Traffic: 62,434 (year 2040), Design Load: HS 15, Features Intersected: DRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.190, Lanes on structure: 7, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 32.9m (107.9ft), Skew: 22 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.6m (5.2ft), Curb-To-Curb Width: 32.9m (107.9ft), Out-to-Out Width: 36.4m (119.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Excellent, Operating Rating: 32.4 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: 24.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 33 0005, Location: 04-ALA-238-7.19-UNC (Lat: 37.606867, Lng: -122.020522), Route carried "on" structure: State highway 238, Year Built: 1929, Year Reconstructed: 1969, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 26,250 (year 2009), Average Future Daily Traffic: 62,434 (year 2040), Design Load: HS 15, Features Intersected: DRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.190, Lanes on structure: 7, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 32.9m (107.9ft), Skew: 22 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.6m (5.2ft), Curb-To-Curb Width: 32.9m (107.9ft), Out-to-Out Width: 36.4m (119.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Excellent, Operating Rating: 32.4 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: 24.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 33 0246, Location: 04-ALA-880-13.81-UNC (Lat: 37.608725, Lng: -122.067786), Route carried "on" structure: Interstate 880, Year Built: 1957, Year Reconstructed: 1993, Status: Open, Structure Length: 7.38m (24.21ft), Average Daily Traffic: 202,000 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 255,073 (year 2038), Design Load: HS 20+Mod, Features Intersected: UP RR YARD SPUR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.810, Lanes on structure: 9, Base Highway Network: Yes (Inventory Route: 8, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 52.4m (171.9ft), Skew: 34 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.7m (81.0ft), Curb-To-Curb Width: 52.4m (171.9ft), Out-to-Out Width: 54.0m (177.2ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 36.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 20.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 48 months, Inspection Date: May 2020, Other Special Inspection Date: August 2019, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 33 0246, Location: 04-ALA-880-13.81-UNC (Lat: 37.608725, Lng: -122.067786), Route carried "on" structure: Interstate 880, Year Built: 1957, Year Reconstructed: 1993, Status: Open, Structure Length: 7.38m (24.21ft), Average Daily Traffic: 202,000 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 255,073 (year 2038), Design Load: HS 20+Mod, Features Intersected: UP RR YARD SPUR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.810, Lanes on structure: 9, Base Highway Network: Yes (Inventory Route: 8, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 52.4m (171.9ft), Skew: 34 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.7m (81.0ft), Curb-To-Curb Width: 52.4m (171.9ft), Out-to-Out Width: 54.0m (177.2ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 36.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 20.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 48 months, Inspection Date: May 2020, Other Special Inspection Date: August 2019, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0246S, Location: 04-ALA-880-13.84-UNC (Lat: 37.608914, Lng: -122.067731), Route carried "on" structure: Ramp Interstate 880, Year Built: 1993, Status: Open, Structure Length: 7.36m (24.15ft), Average Daily Traffic: 7,300 (year 2016), Truck Traffic: 11%, Average Future Daily Traffic: 10,000 (year 2038), Design Load: HS 20+Mod, Features Intersected: UP RR YARD SPUR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.840, Lanes on structure: 1, Base Highway Network: Yes (Inventory Route: 8, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.1m (79.1ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 12.5m (41.0ft)
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: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 33 0246S, Location: 04-ALA-880-13.84-UNC (Lat: 37.608914, Lng: -122.067731), Route carried "on" structure: Ramp Interstate 880, Year Built: 1993, Status: Open, Structure Length: 7.36m (24.15ft), Average Daily Traffic: 7,300 (year 2016), Truck Traffic: 11%, Average Future Daily Traffic: 10,000 (year 2038), Design Load: HS 20+Mod, Features Intersected: UP RR YARD SPUR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.840, Lanes on structure: 1, Base Highway Network: Yes (Inventory Route: 8, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.1m (79.1ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 12.5m (41.0ft)
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: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 025, Location: 04-ALA-880-11.80-FMT (Lat: 37.583147, Lng: -122.049764), Route carried "on" structure: Interstate 880, Year Built: 1957, Year Reconstructed: 1989, Status: Open, Structure Length: 13.96m (45.80ft), Average Daily Traffic: 198,000 (year 2017), Truck Traffic: 11%, Average Future Daily Traffic: 253,614 (year 2042), Design Load: HS 20, Features Intersected: PATTERSON SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.800, Lanes on structure: 8, Base Highway Network: Yes (Inventory Route: 8, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 32.9m (107.9ft), Skew: 32 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 43.4m (142.4ft), Out-to-Out Width: 45.1m (148.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 22.7 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: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 33 025, Location: 04-ALA-880-11.80-FMT (Lat: 37.583147, Lng: -122.049764), Route carried "on" structure: Interstate 880, Year Built: 1957, Year Reconstructed: 1989, Status: Open, Structure Length: 13.96m (45.80ft), Average Daily Traffic: 198,000 (year 2017), Truck Traffic: 11%, Average Future Daily Traffic: 253,614 (year 2042), Design Load: HS 20, Features Intersected: PATTERSON SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.800, Lanes on structure: 8, Base Highway Network: Yes (Inventory Route: 8, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 32.9m (107.9ft), Skew: 32 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 43.4m (142.4ft), Out-to-Out Width: 45.1m (148.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 22.7 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: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0251, Location: 04-ALA-880-14.18-UNC (Lat: 37.612992, Lng: -122.070803), Route carried "on" structure: Interstate 880, Year Built: 1958, Year Reconstructed: 1993, Status: Open, Structure Length: 8.09m (26.54ft), Average Daily Traffic: 202,000 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 255,073 (year 2038), Design Load: HS 20+Mod, Features Intersected: WARD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.180, Lanes on structure: 9, Base Highway Network: Yes (Inventory Route: 8, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 46.8m (153.5ft), Skew: 33 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 45.1m (148.0ft), Out-to-Out Width: 46.8m (153.5ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 28.5 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: 20.1 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: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 33 0251, Location: 04-ALA-880-14.18-UNC (Lat: 37.612992, Lng: -122.070803), Route carried "on" structure: Interstate 880, Year Built: 1958, Year Reconstructed: 1993, Status: Open, Structure Length: 8.09m (26.54ft), Average Daily Traffic: 202,000 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 255,073 (year 2038), Design Load: HS 20+Mod, Features Intersected: WARD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.180, Lanes on structure: 9, Base Highway Network: Yes (Inventory Route: 8, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 46.8m (153.5ft), Skew: 33 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 45.1m (148.0ft), Out-to-Out Width: 46.8m (153.5ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 28.5 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: 20.1 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: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33C0056L, Location: 0.3 MI E/O CENTRAL AVE (Lat: 37.590842, Lng: -122.034472), Route carried "on" structure: City street , Year Built: 1978, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 36,400 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 22,247 (year 2042), Features Intersected: DRY CREEK, Facility Carried by Structure: ALVARADO-NILES RD
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: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.5m (47.6ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 33C0056L, Location: 0.3 MI E/O CENTRAL AVE (Lat: 37.590842, Lng: -122.034472), Route carried "on" structure: City street , Year Built: 1978, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 36,400 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 22,247 (year 2042), Features Intersected: DRY CREEK, Facility Carried by Structure: ALVARADO-NILES RD
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: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.5m (47.6ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 33C0056R, Location: 0.3 MI E/O CENTRAL AVE (Lat: 37.590708, Lng: -122.034583), Route carried "on" structure: City street , Year Built: 1957, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 36,400 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 21,807 (year 2036), Design Load: HS 20, Features Intersected: DRY CREEK, Facility Carried by Structure: ALVARADO-NILES RD
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: 12.5m (41.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 14.7m (48.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 57.0 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: 44.1 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 33C0056R, Location: 0.3 MI E/O CENTRAL AVE (Lat: 37.590708, Lng: -122.034583), Route carried "on" structure: City street , Year Built: 1957, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 36,400 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 21,807 (year 2036), Design Load: HS 20, Features Intersected: DRY CREEK, Facility Carried by Structure: ALVARADO-NILES RD
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: 12.5m (41.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 14.7m (48.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 57.0 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: 44.1 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 33C0106, Location: 0.3 MI N/O WHIPPLE RD (Lat: 37.609783, Lng: -122.083594), Route carried "on" structure: City street , Year Built: 1958, Year Reconstructed: 1989, Status: Open, Structure Length: 4.69m (15.39ft), Average Daily Traffic: 23,000 (year 2009), Truck Traffic: 10%, Average Future Daily Traffic: 33,149 (year 2040), Features Intersected: ALAMEDA CREEK, Facility Carried by Structure: UNION CITY BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 22.0m (72.2ft), Skew: 30 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 22.0m (72.2ft), Out-to-Out Width: 31.7m (104.0ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 33C0106, Location: 0.3 MI N/O WHIPPLE RD (Lat: 37.609783, Lng: -122.083594), Route carried "on" structure: City street , Year Built: 1958, Year Reconstructed: 1989, Status: Open, Structure Length: 4.69m (15.39ft), Average Daily Traffic: 23,000 (year 2009), Truck Traffic: 10%, Average Future Daily Traffic: 33,149 (year 2040), Features Intersected: ALAMEDA CREEK, Facility Carried by Structure: UNION CITY BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 22.0m (72.2ft), Skew: 30 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 22.0m (72.2ft), Out-to-Out Width: 31.7m (104.0ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33C011, Location: 0.1 MI S/E LOWRY RD (Lat: 37.565064, Lng: -122.066964), Route carried "on" structure: City street , Year Built: 1965, Year Reconstructed: 1990, Status: Open, Structure Length: 12.53m (41.11ft), Average Daily Traffic: 19,100 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 10,940 (year 2040), Design Load: HS 20, Features Intersected: ALAMEDA FLOOD CNTRL CHNL, Facility Carried by Structure: ARDENWOOD BL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 25.0m (82.0ft), Curb or Sidewalk Widths: Left: 0.7m (2.3ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 20.8m (68.2ft)
Condition: Deck: Poor, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 39.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 17.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 12.53m (41.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $5,975,000, Roadway Improvement Cost: $1,195,000, Total Project Cost: $10,038,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 33C011, Location: 0.1 MI S/E LOWRY RD (Lat: 37.565064, Lng: -122.066964), Route carried "on" structure: City street , Year Built: 1965, Year Reconstructed: 1990, Status: Open, Structure Length: 12.53m (41.11ft), Average Daily Traffic: 19,100 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 10,940 (year 2040), Design Load: HS 20, Features Intersected: ALAMEDA FLOOD CNTRL CHNL, Facility Carried by Structure: ARDENWOOD BL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 25.0m (82.0ft), Curb or Sidewalk Widths: Left: 0.7m (2.3ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 20.8m (68.2ft)
Condition: Deck: Poor, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 39.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 17.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 12.53m (41.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $5,975,000, Roadway Improvement Cost: $1,195,000, Total Project Cost: $10,038,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33C0111, Location: NE PASEO PADRE PKWAY (Lat: 37.577997, Lng: -122.025750), Route carried "on" structure: City street , Year Built: 1967, Year Reconstructed: 1985, Status: Open, Structure Length: 10.12m (33.20ft), Average Daily Traffic: 35,700 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 27,625 (year 2040), Design Load: HS 20, Features Intersected: ALAMEDA CREEK, Facility Carried by Structure: DECOTO RD
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: 20.6m (67.6ft), Skew: 31 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.1m (82.3ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 20.6m (67.6ft), Out-to-Out Width: 30.9m (101.4ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 40.5 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: 18.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 33C0111, Location: NE PASEO PADRE PKWAY (Lat: 37.577997, Lng: -122.025750), Route carried "on" structure: City street , Year Built: 1967, Year Reconstructed: 1985, Status: Open, Structure Length: 10.12m (33.20ft), Average Daily Traffic: 35,700 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 27,625 (year 2040), Design Load: HS 20, Features Intersected: ALAMEDA CREEK, Facility Carried by Structure: DECOTO RD
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: 20.6m (67.6ft), Skew: 31 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.1m (82.3ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 20.6m (67.6ft), Out-to-Out Width: 30.9m (101.4ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 40.5 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: 18.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33C0113, Location: 0.1 KM WEST OF DYER ST (Lat: 37.596589, Lng: -122.071547), Route carried "on" structure: City street , Year Built: 1968, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 13,300 (year 2008), Truck Traffic: 5%, Average Future Daily Traffic: 16,686 (year 2042), Design Load: H 15, Features Intersected: ALAMEDA CREEK, Facility Carried by Structure: SMITH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.8m (65.0ft), Skew: 23 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 19.8m (65.0ft), Out-to-Out Width: 39.0m (128.0ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
Structure Number: 33C0113, Location: 0.1 KM WEST OF DYER ST (Lat: 37.596589, Lng: -122.071547), Route carried "on" structure: City street , Year Built: 1968, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 13,300 (year 2008), Truck Traffic: 5%, Average Future Daily Traffic: 16,686 (year 2042), Design Load: H 15, Features Intersected: ALAMEDA CREEK, Facility Carried by Structure: SMITH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.8m (65.0ft), Skew: 23 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 19.8m (65.0ft), Out-to-Out Width: 39.0m (128.0ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
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Structure Number: 33C0138, Location: 0.1 MI W OF 7TH ST (Lat: 37.605867, Lng: -122.027192), Route carried "on" structure: City street , Year Built: 1950, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 10,300 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 16,131 (year 2042), Features Intersected: DRY CREEK, Facility Carried by Structure: WHIPPLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), 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: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 15.8m (51.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 63.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 33C0138, Location: 0.1 MI W OF 7TH ST (Lat: 37.605867, Lng: -122.027192), Route carried "on" structure: City street , Year Built: 1950, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 10,300 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 16,131 (year 2042), Features Intersected: DRY CREEK, Facility Carried by Structure: WHIPPLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), 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: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 15.8m (51.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 63.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 33C0142, Location: S/O ALVARADO NILES ROAD (Lat: 37.597717, Lng: -122.066267), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 3,545 (year 2010), Truck Traffic: 2%, Average Future Daily Traffic: 14,282 (year 2040), Features Intersected: ALAMEDA CREEK, Facility Carried by Structure: SANTA MARIA DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.4m (50.5ft), Skew: 23 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: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.4m (50.5ft), Out-to-Out Width: 20.9m (68.6ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
Structure Number: 33C0142, Location: S/O ALVARADO NILES ROAD (Lat: 37.597717, Lng: -122.066267), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 3,545 (year 2010), Truck Traffic: 2%, Average Future Daily Traffic: 14,282 (year 2040), Features Intersected: ALAMEDA CREEK, Facility Carried by Structure: SANTA MARIA DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.4m (50.5ft), Skew: 23 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: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.4m (50.5ft), Out-to-Out Width: 20.9m (68.6ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
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Structure Number: 33C0143, Location: S/O ALVARADO NILES RD (Lat: 37.596661, Lng: -122.070833), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 25,900 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 13,259 (year 2040), Features Intersected: ALAMEDA CREEK, Facility Carried by Structure: DYER ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 29.3m (96.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 33C0143, Location: S/O ALVARADO NILES RD (Lat: 37.596661, Lng: -122.070833), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 25,900 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 13,259 (year 2040), Features Intersected: ALAMEDA CREEK, Facility Carried by Structure: DYER ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 29.3m (96.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 33C0223, Location: 0.75 MI W/O SR 238 (Lat: 37.605844, Lng: -122.033283), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 10,300 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 16,023 (year 2040), Features Intersected: BARTD, Facility Carried by Structure: WHIPPLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.8m (78.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 43.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2018, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 33C0223, Location: 0.75 MI W/O SR 238 (Lat: 37.605844, Lng: -122.033283), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 10,300 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 16,023 (year 2040), Features Intersected: BARTD, Facility Carried by Structure: WHIPPLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.8m (78.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 43.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2018, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33C0245, Location: 7.57 MI SE PALO VERDE RD (Lat: 37.621611, Lng: -121.943733), Route carried "on" structure: County highway , Year Built: 1925, Year Reconstructed: 1962, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 570 (year 2014), Truck Traffic: 5%, Average Future Daily Traffic: 841 (year 2043), Design Load: HS 20, Features Intersected: STONY BROOK, Facility Carried by Structure: PALOMARES RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 60.9 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 33C0245, Location: 7.57 MI SE PALO VERDE RD (Lat: 37.621611, Lng: -121.943733), Route carried "on" structure: County highway , Year Built: 1925, Year Reconstructed: 1962, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 570 (year 2014), Truck Traffic: 5%, Average Future Daily Traffic: 841 (year 2043), Design Load: HS 20, Features Intersected: STONY BROOK, Facility Carried by Structure: PALOMARES RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 60.9 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 33C0246, Location: 1.7 MILES NORTH OF SR 84 (Lat: 37.616706, Lng: -121.945158), Route carried "on" structure: County highway , Year Built: 1925, Year Reconstructed: 1970, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 570 (year 2014), Truck Traffic: 5%, Average Future Daily Traffic: 841 (year 2043), Features Intersected: STONY BROOK, Facility Carried by Structure: PALOMARES RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 33C0246, Location: 1.7 MILES NORTH OF SR 84 (Lat: 37.616706, Lng: -121.945158), Route carried "on" structure: County highway , Year Built: 1925, Year Reconstructed: 1970, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 570 (year 2014), Truck Traffic: 5%, Average Future Daily Traffic: 841 (year 2043), Features Intersected: STONY BROOK, Facility Carried by Structure: PALOMARES RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 33C0373L, Location: 0.2 MI N/W ROLAND WAY (Lat: 37.744117, Lng: -122.205200), Route carried "on" structure: City street , Year Built: 1968, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 15,273 (year 1997), Truck Traffic: 10%, Average Future Daily Traffic: 2,173 (year 2040), Features Intersected: ELMHURST CANAL, Facility Carried by Structure: EDGEWATER DRIVE SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 19.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.74m (8.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $768,000, Roadway Improvement Cost: $153,000, Total Project Cost: $1,290,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 33C0373L, Location: 0.2 MI N/W ROLAND WAY (Lat: 37.744117, Lng: -122.205200), Route carried "on" structure: City street , Year Built: 1968, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 15,273 (year 1997), Truck Traffic: 10%, Average Future Daily Traffic: 2,173 (year 2040), Features Intersected: ELMHURST CANAL, Facility Carried by Structure: EDGEWATER DRIVE SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 19.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.74m (8.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $768,000, Roadway Improvement Cost: $153,000, Total Project Cost: $1,290,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33C0384, Location: 0.2 MI S WHIPPLE RD (Lat: 37.603642, Lng: -122.028625), Route carried "on" structure: City street , Year Built: 1959, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 5,500 (year 2009), Truck Traffic: 2%, Average Future Daily Traffic: 8,707 (year 2040), Features Intersected: DRY CREEK, Facility Carried by Structure: RAILROAD 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: 5 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 34.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 20.7 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: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 33C0384, Location: 0.2 MI S WHIPPLE RD (Lat: 37.603642, Lng: -122.028625), Route carried "on" structure: City street , Year Built: 1959, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 5,500 (year 2009), Truck Traffic: 2%, Average Future Daily Traffic: 8,707 (year 2040), Features Intersected: DRY CREEK, Facility Carried by Structure: RAILROAD 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: 5 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 34.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 20.7 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: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 33 0631, Location: 04-ALA-880-13.00 (Lat: 37.598592, Lng: -122.061417), Route carried "under" structure: Interstate 880, Year Built: 1998, Structure Length: 0. m, Average Daily Traffic: 245,000 (year 2017), Truck Traffic: 11%, Features Intersected: INTERSTATE 880, Facility Carried by Structure: ALVARADO-NILES RD
Minimum Vertical Clearance: 5.43m (17.81ft), Kilometerpoint: 13.000, Lanes on structure: 6, Lanes under structure: 9, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 47.2m (154.9ft)
Structure Number: 33 0631, Location: 04-ALA-880-13.00 (Lat: 37.598592, Lng: -122.061417), Route carried "under" structure: Interstate 880, Year Built: 1998, Structure Length: 0. m, Average Daily Traffic: 245,000 (year 2017), Truck Traffic: 11%, Features Intersected: INTERSTATE 880, Facility Carried by Structure: ALVARADO-NILES RD
Minimum Vertical Clearance: 5.43m (17.81ft), Kilometerpoint: 13.000, Lanes on structure: 6, Lanes under structure: 9, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 47.2m (154.9ft)
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Structure Number: 33C0117, Location: 0.3 MI W MILES RD (Lat: 37.592636, Lng: -122.019881), Route carried "under" structure: City street , Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 25,984 (year 1998), Truck Traffic: 2%, Features Intersected: DECOTO ROAD, Facility Carried by Structure: BARTD
Minimum Vertical Clearance: 5.37m (17.62ft), Kilometerpoint: 0.000, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 22.6m (74.1ft)
Structure Number: 33C0117, Location: 0.3 MI W MILES RD (Lat: 37.592636, Lng: -122.019881), Route carried "under" structure: City street , Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 25,984 (year 1998), Truck Traffic: 2%, Features Intersected: DECOTO ROAD, Facility Carried by Structure: BARTD
Minimum Vertical Clearance: 5.37m (17.62ft), Kilometerpoint: 0.000, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 22.6m (74.1ft)
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Structure Number: 33C037, Location: N ST 0.3MI N OF DECOTO RD (Lat: 37.596106, Lng: -122.023069), Route carried "under" structure: City street , Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 10,000 (year 1998), Truck Traffic: 2%, Features Intersected: H STREET, Facility Carried by Structure: BARTD (A3006)
Minimum Vertical Clearance: 8.25m (27.07ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 21.4m (70.2ft)
Structure Number: 33C037, Location: N ST 0.3MI N OF DECOTO RD (Lat: 37.596106, Lng: -122.023069), Route carried "under" structure: City street , Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 10,000 (year 1998), Truck Traffic: 2%, Features Intersected: H STREET, Facility Carried by Structure: BARTD (A3006)
Minimum Vertical Clearance: 8.25m (27.07ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 21.4m (70.2ft)