Bridge Statistics for Walnut Creek, California (CA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 100Number of bridges
- 1,184ft / 361mTotal length
- $41,768,000Total costs
- 5,532,701Total average daily traffic
- 245,166Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Walnut Creek
- No street view available for this location
- New bridges - historical statistics
- 11910-1919
- 21930-1939
- 11940-1949
- 121950-1959
- 231960-1969
- 111970-1979
- 41980-1989
- 451990-1999
- 12020-2022
- Reconstructed bridges - Historical Statistics
- 11950-1959
- 21960-1969
- 31970-1979
- 31980-1989
- 61990-1999
- Bridge Condition - Deck
- 50.0%Good
- 6.0%Satisfactory
- 32.0%Fair
- 12.0%Poor
- Bridge Condition - Superstructure
- 60.8%Good
- 3.9%Satisfactory
- 35.3%Fair
- Bridge Condition - Substructure
- 92.2%Good
- 2.0%Satisfactory
- 5.9%Fair
- Bridge Condition - Channel
- 11.1%Excellent
- 58.3%Very good
- 19.4%Good
- 5.6%Satisfactory
- 2.8%Fair
- 2.8%Poor
- Bridge Condition - Culverts
- 83.3%Good
- 16.7%Satisfactory
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Structure Number: 28 0056J, Location: 04-CC-580-R4.82-RCH (Lat: 37.927250, Lng: -122.381161), Route carried "on" structure: Ramp Interstate 580, Year Built: 1991, Status: Open, Structure Length: 12.30m (40.35ft), Average Daily Traffic: 1,350 (year 2009), Truck Traffic: 11%, Average Future Daily Traffic: 5,379 (year 2042), Design Load: HS 20, Features Intersected: BNSF RY & GARRARD BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.820, Lanes on structure: 1, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 28 0056J, Location: 04-CC-580-R4.82-RCH (Lat: 37.927250, Lng: -122.381161), Route carried "on" structure: Ramp Interstate 580, Year Built: 1991, Status: Open, Structure Length: 12.30m (40.35ft), Average Daily Traffic: 1,350 (year 2009), Truck Traffic: 11%, Average Future Daily Traffic: 5,379 (year 2042), Design Load: HS 20, Features Intersected: BNSF RY & GARRARD BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.820, Lanes on structure: 1, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 28 0059, Location: 04-CC-680-R12.61-WLC (Lat: 37.879117, Lng: -122.048786), Route carried "on" structure: Interstate 680, Year Built: 1964, Year Reconstructed: 1994, Status: Open, Structure Length: 17.37m (56.99ft), Average Daily Traffic: 197,400 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 256,600 (year 2038), Design Load: HS 20+Mod, Features Intersected: RUDGEAR ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.610, Lanes on structure: 9, Lanes under structure: 7, Base Highway Network: Yes (Inventory Route: 6, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 46.3m (151.9ft), Skew: 39 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 6, Length of Maximum Span: 38.2m (125.3ft), Curb-To-Curb Width: 44.4m (145.7ft), Out-to-Out Width: 45.9m (150.6ft)
Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 17.37m (56.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $8,023,000, Roadway Improvement Cost: $1,608,000, Total Project Cost: $13,510,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 28 0059, Location: 04-CC-680-R12.61-WLC (Lat: 37.879117, Lng: -122.048786), Route carried "on" structure: Interstate 680, Year Built: 1964, Year Reconstructed: 1994, Status: Open, Structure Length: 17.37m (56.99ft), Average Daily Traffic: 197,400 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 256,600 (year 2038), Design Load: HS 20+Mod, Features Intersected: RUDGEAR ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.610, Lanes on structure: 9, Lanes under structure: 7, Base Highway Network: Yes (Inventory Route: 6, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 46.3m (151.9ft), Skew: 39 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 6, Length of Maximum Span: 38.2m (125.3ft), Curb-To-Curb Width: 44.4m (145.7ft), Out-to-Out Width: 45.9m (150.6ft)
Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 17.37m (56.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $8,023,000, Roadway Improvement Cost: $1,608,000, Total Project Cost: $13,510,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 28 0110K, Location: 04-CC-024-R4.40-LFYT (Lat: 37.892397, Lng: -122.154667), Route carried "on" structure: Ramp State highway 24, Year Built: 1969, Status: Open, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 5,500 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 6,541 (year 2041), Design Load: HS 20+Mod, Features Intersected: ACALANES ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.400, Lanes on structure: 1, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Fair, 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: 33.4 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: Somewhat better than minimum adequacy, 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 0110K, Location: 04-CC-024-R4.40-LFYT (Lat: 37.892397, Lng: -122.154667), Route carried "on" structure: Ramp State highway 24, Year Built: 1969, Status: Open, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 5,500 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 6,541 (year 2041), Design Load: HS 20+Mod, Features Intersected: ACALANES ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.400, Lanes on structure: 1, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Fair, 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: 33.4 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: Somewhat better than minimum adequacy, 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 0116, Location: 04-CC-680-14.56-WLC (Lat: 37.901531, Lng: -122.071286), Route carried "on" structure: City street , Year Built: 1997, Status: Open, Structure Length: 16.13m (52.92ft), Average Daily Traffic: 7,100 (year 2010), Truck Traffic: 2%, Average Future Daily Traffic: 4,362 (year 2041), Design Load: HS 20+Mod, Features Intersected: INTERSTATE 680, Facility Carried by Structure: OAKVALE ROAD
Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 13, Owner: State Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 56.0m (183.7ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 28 0116, Location: 04-CC-680-14.56-WLC (Lat: 37.901531, Lng: -122.071286), Route carried "on" structure: City street , Year Built: 1997, Status: Open, Structure Length: 16.13m (52.92ft), Average Daily Traffic: 7,100 (year 2010), Truck Traffic: 2%, Average Future Daily Traffic: 4,362 (year 2041), Design Load: HS 20+Mod, Features Intersected: INTERSTATE 680, Facility Carried by Structure: OAKVALE ROAD
Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 13, Owner: State Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 56.0m (183.7ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 28 0117F, Location: 04-CC-680-14.85-WLC (Lat: 37.905481, Lng: -122.069892), Route carried "on" structure: Ramp Interstate 680, Year Built: 1994, Status: Open, Structure Length: 5.06m (16.60ft), Average Daily Traffic: 49,000 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 53,049 (year 2043), Design Load: HS 20+Mod, Features Intersected: YGNACIO VALLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.850, Lanes on structure: 4, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.3m (83.0ft), Skew: 34 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 25.3m (83.0ft), Out-to-Out Width: 27.0m (88.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 28 0117F, Location: 04-CC-680-14.85-WLC (Lat: 37.905481, Lng: -122.069892), Route carried "on" structure: Ramp Interstate 680, Year Built: 1994, Status: Open, Structure Length: 5.06m (16.60ft), Average Daily Traffic: 49,000 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 53,049 (year 2043), Design Load: HS 20+Mod, Features Intersected: YGNACIO VALLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.850, Lanes on structure: 4, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.3m (83.0ft), Skew: 34 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 25.3m (83.0ft), Out-to-Out Width: 27.0m (88.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 28 0117L, Location: 04-CC-680-14.85-WLC (Lat: 37.904731, Lng: -122.069717), Route carried "on" structure: Interstate 680, Year Built: 1995, Status: Open, Structure Length: 10.98m (36.02ft), Average Daily Traffic: 117,500 (year 2009), Truck Traffic: 3%, Average Future Daily Traffic: 205,390 (year 2043), Design Load: HS 20+Mod, Features Intersected: YGNACIO VALLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.850, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 6, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 34 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 45.7m (149.9ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.9m (71.9ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 28 0117L, Location: 04-CC-680-14.85-WLC (Lat: 37.904731, Lng: -122.069717), Route carried "on" structure: Interstate 680, Year Built: 1995, Status: Open, Structure Length: 10.98m (36.02ft), Average Daily Traffic: 117,500 (year 2009), Truck Traffic: 3%, Average Future Daily Traffic: 205,390 (year 2043), Design Load: HS 20+Mod, Features Intersected: YGNACIO VALLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.850, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 6, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 34 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 45.7m (149.9ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.9m (71.9ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 28 0117R, Location: 04-CC-680-14.85-WLC (Lat: 37.905050, Lng: -122.069336), Route carried "on" structure: Interstate 680, Year Built: 1995, Status: Open, Structure Length: 4.54m (14.90ft), Average Daily Traffic: 117,500 (year 2009), Truck Traffic: 3%, Average Future Daily Traffic: 201,330 (year 2043), Design Load: HS 20+Mod, Features Intersected: YGNACIO VALLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.850, Lanes on structure: 6, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 6, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 31.0m (101.7ft), Skew: 33 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 45.4m (149.0ft), Curb-To-Curb Width: 28.3m (92.8ft), Out-to-Out Width: 28.6m (93.8ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 28 0117R, Location: 04-CC-680-14.85-WLC (Lat: 37.905050, Lng: -122.069336), Route carried "on" structure: Interstate 680, Year Built: 1995, Status: Open, Structure Length: 4.54m (14.90ft), Average Daily Traffic: 117,500 (year 2009), Truck Traffic: 3%, Average Future Daily Traffic: 201,330 (year 2043), Design Load: HS 20+Mod, Features Intersected: YGNACIO VALLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.850, Lanes on structure: 6, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 6, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 31.0m (101.7ft), Skew: 33 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 45.4m (149.0ft), Curb-To-Curb Width: 28.3m (92.8ft), Out-to-Out Width: 28.6m (93.8ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 28 0118, Location: 04-CC-680-15.24-WLC (Lat: 37.910892, Lng: -122.067433), Route carried "on" structure: Interstate 680, Year Built: 1960, Year Reconstructed: 1996, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 235,000 (year 2009), Truck Traffic: 3%, Average Future Daily Traffic: 413,524 (year 2041), Design Load: HS 20, Features Intersected: PARKSIDE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.240, Lanes on structure: 12, Lanes under structure: 3, Base Highway Network: Yes (Inventory Route: 6, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 57.8m (189.6ft), Skew: 32 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.5m (86.9ft), Curb-To-Curb Width: 56.0m (183.7ft), Out-to-Out Width: 57.8m (189.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 55.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 28 0118, Location: 04-CC-680-15.24-WLC (Lat: 37.910892, Lng: -122.067433), Route carried "on" structure: Interstate 680, Year Built: 1960, Year Reconstructed: 1996, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 235,000 (year 2009), Truck Traffic: 3%, Average Future Daily Traffic: 413,524 (year 2041), Design Load: HS 20, Features Intersected: PARKSIDE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.240, Lanes on structure: 12, Lanes under structure: 3, Base Highway Network: Yes (Inventory Route: 6, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 57.8m (189.6ft), Skew: 32 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.5m (86.9ft), Curb-To-Curb Width: 56.0m (183.7ft), Out-to-Out Width: 57.8m (189.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 55.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 28 0119, Location: 04-CC-680-15.61-WLC (Lat: 37.916344, Lng: -122.066022), Route carried "on" structure: Business City street , Year Built: 1996, Status: Open, Structure Length: 19.02m (62.40ft), Average Daily Traffic: 36,800 (year 2010), Truck Traffic: 4%, Average Future Daily Traffic: 43,614 (year 2041), Design Load: HS 20+Mod, Features Intersected: INTERSTATE 680, Facility Carried by Structure: NORTH MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 12, Owner: State Highway Agency, Approaching Roadway Width: 25.9m (85.0ft), Skew: 5 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 64.9m (212.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 25.9m (85.0ft), Out-to-Out Width: 28.3m (92.8ft)
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: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 28 0119, Location: 04-CC-680-15.61-WLC (Lat: 37.916344, Lng: -122.066022), Route carried "on" structure: Business City street , Year Built: 1996, Status: Open, Structure Length: 19.02m (62.40ft), Average Daily Traffic: 36,800 (year 2010), Truck Traffic: 4%, Average Future Daily Traffic: 43,614 (year 2041), Design Load: HS 20+Mod, Features Intersected: INTERSTATE 680, Facility Carried by Structure: NORTH MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 12, Owner: State Highway Agency, Approaching Roadway Width: 25.9m (85.0ft), Skew: 5 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 64.9m (212.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 25.9m (85.0ft), Out-to-Out Width: 28.3m (92.8ft)
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: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 28 012, Location: 04-CC-680-16.40 (Lat: 37.926292, Lng: -122.061025), Route carried "on" structure: County highway , Year Built: 1982, Status: Open, Structure Length: 7.99m (26.21ft), Average Daily Traffic: 55,600 (year 2010), Truck Traffic: 3%, Average Future Daily Traffic: 75,246 (year 2041), Design Load: HS 20+Mod, Features Intersected: INTERSTATE 680, Facility Carried by Structure: TREAT BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 7, Lanes under structure: 12, Owner: State Highway Agency, Approaching Roadway Width: 30.4m (99.7ft), Skew: 20 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 45.4m (149.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 30.4m (99.7ft), Out-to-Out Width: 34.4m (112.9ft)
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: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 28 012, Location: 04-CC-680-16.40 (Lat: 37.926292, Lng: -122.061025), Route carried "on" structure: County highway , Year Built: 1982, Status: Open, Structure Length: 7.99m (26.21ft), Average Daily Traffic: 55,600 (year 2010), Truck Traffic: 3%, Average Future Daily Traffic: 75,246 (year 2041), Design Load: HS 20+Mod, Features Intersected: INTERSTATE 680, Facility Carried by Structure: TREAT BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 7, Lanes under structure: 12, Owner: State Highway Agency, Approaching Roadway Width: 30.4m (99.7ft), Skew: 20 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 45.4m (149.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 30.4m (99.7ft), Out-to-Out Width: 34.4m (112.9ft)
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: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 28 0126F, Location: 04-CC-680-14.40-WLC (Lat: 37.896103, Lng: -122.075775), Route carried "on" structure: Ramp Interstate 680, Year Built: 1997, Status: Open, Structure Length: 32.00m (104.99ft), Average Daily Traffic: 65,000 (year 2009), Truck Traffic: 7%, Average Future Daily Traffic: 97,042 (year 2041), Design Load: HS 20+Mod, Features Intersected: N680-W24, CAMINO DIABLO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.400, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 7, Length of Maximum Span: 57.0m (187.0ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.7m (54.8ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 28 0126F, Location: 04-CC-680-14.40-WLC (Lat: 37.896103, Lng: -122.075775), Route carried "on" structure: Ramp Interstate 680, Year Built: 1997, Status: Open, Structure Length: 32.00m (104.99ft), Average Daily Traffic: 65,000 (year 2009), Truck Traffic: 7%, Average Future Daily Traffic: 97,042 (year 2041), Design Load: HS 20+Mod, Features Intersected: N680-W24, CAMINO DIABLO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.400, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 7, Length of Maximum Span: 57.0m (187.0ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.7m (54.8ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 28 0126G, Location: 04-CC-024-R8.86-WLC (Lat: 37.896914, Lng: -122.071986), Route carried "on" structure: Ramp State highway 24, Year Built: 1998, Status: Open, Structure Length: 77.10m (252.95ft), Average Daily Traffic: 32,000 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 40,345 (year 2041), Design Load: HS 20+Mod, Features Intersected: N680/W24 CONN,I-680,C.D.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.860, Lanes on structure: 3, Lanes under structure: 15, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 15, Length of Maximum Span: 72.4m (237.5ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.7m (54.8ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, 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 0126G, Location: 04-CC-024-R8.86-WLC (Lat: 37.896914, Lng: -122.071986), Route carried "on" structure: Ramp State highway 24, Year Built: 1998, Status: Open, Structure Length: 77.10m (252.95ft), Average Daily Traffic: 32,000 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 40,345 (year 2041), Design Load: HS 20+Mod, Features Intersected: N680/W24 CONN,I-680,C.D.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.860, Lanes on structure: 3, Lanes under structure: 15, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 15, Length of Maximum Span: 72.4m (237.5ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.7m (54.8ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, 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 0127G, Location: 04-CC-024-R8.77-WLC (Lat: 37.895278, Lng: -122.072625), Route carried "on" structure: Ramp State highway 24, Year Built: 1994, Status: Open, Structure Length: 8.44m (27.69ft), Average Daily Traffic: 34,000 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 49,678 (year 2041), Design Load: HS 20+Mod, Features Intersected: BOULEVARD WAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.770, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 43.0m (141.1ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.7m (54.8ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 28 0127G, Location: 04-CC-024-R8.77-WLC (Lat: 37.895278, Lng: -122.072625), Route carried "on" structure: Ramp State highway 24, Year Built: 1994, Status: Open, Structure Length: 8.44m (27.69ft), Average Daily Traffic: 34,000 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 49,678 (year 2041), Design Load: HS 20+Mod, Features Intersected: BOULEVARD WAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.770, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 43.0m (141.1ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.7m (54.8ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum 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 0128L, Location: 04-CC-680-14.22-WLC (Lat: 37.896214, Lng: -122.070672), Route carried "on" structure: Interstate 680, Year Built: 1995, Status: Open, Structure Length: 6.23m (20.44ft), Average Daily Traffic: 87,700 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 114,000 (year 2038), Design Load: HS 20+Mod, Features Intersected: MT DIABLO BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.220, Lanes on structure: 5, Lanes under structure: 6, Base Highway Network: Yes (Inventory Route: 6, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 28.5m (93.5ft), Skew: 9 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 31.7m (104.0ft), Curb-To-Curb Width: 28.5m (93.5ft), Out-to-Out Width: 29.7m (97.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 28 0128L, Location: 04-CC-680-14.22-WLC (Lat: 37.896214, Lng: -122.070672), Route carried "on" structure: Interstate 680, Year Built: 1995, Status: Open, Structure Length: 6.23m (20.44ft), Average Daily Traffic: 87,700 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 114,000 (year 2038), Design Load: HS 20+Mod, Features Intersected: MT DIABLO BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.220, Lanes on structure: 5, Lanes under structure: 6, Base Highway Network: Yes (Inventory Route: 6, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 28.5m (93.5ft), Skew: 9 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 31.7m (104.0ft), Curb-To-Curb Width: 28.5m (93.5ft), Out-to-Out Width: 29.7m (97.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 28 0128R, Location: 04-CC-680-14.22-WLC (Lat: 37.896206, Lng: -122.070308), Route carried "on" structure: Interstate 680, Year Built: 1998, Status: Open, Structure Length: 6.18m (20.28ft), Average Daily Traffic: 87,700 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 114,000 (year 2038), Design Load: HS 20+Mod, Features Intersected: MT DIABLO BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.220, Lanes on structure: 4, Lanes under structure: 5, Base Highway Network: Yes (Inventory Route: 6, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 31.7m (104.0ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.9m (71.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 28 0128R, Location: 04-CC-680-14.22-WLC (Lat: 37.896206, Lng: -122.070308), Route carried "on" structure: Interstate 680, Year Built: 1998, Status: Open, Structure Length: 6.18m (20.28ft), Average Daily Traffic: 87,700 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 114,000 (year 2038), Design Load: HS 20+Mod, Features Intersected: MT DIABLO BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.220, Lanes on structure: 4, Lanes under structure: 5, Base Highway Network: Yes (Inventory Route: 6, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 31.7m (104.0ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.9m (71.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 28 0135, Location: 04-CC-680-16.08 (Lat: 37.921714, Lng: -122.061386), Route carried "on" structure: Interstate 680, Year Built: 1956, Year Reconstructed: 1996, Status: Open, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 257,000 (year 2009), Truck Traffic: 3%, Average Future Daily Traffic: 409,416 (year 2038), Design Load: HS 20, Features Intersected: CANAL & BIKE PATH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.080, Lanes on structure: 12, Base Highway Network: Yes (Inventory Route: 6, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 56.0m (183.7ft), Skew: 32 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 11.2m (36.7ft), Curb-To-Curb Width: 56.0m (183.7ft), Out-to-Out Width: 57.8m (189.6ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 23.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: 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: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 28 0135, Location: 04-CC-680-16.08 (Lat: 37.921714, Lng: -122.061386), Route carried "on" structure: Interstate 680, Year Built: 1956, Year Reconstructed: 1996, Status: Open, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 257,000 (year 2009), Truck Traffic: 3%, Average Future Daily Traffic: 409,416 (year 2038), Design Load: HS 20, Features Intersected: CANAL & BIKE PATH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.080, Lanes on structure: 12, Base Highway Network: Yes (Inventory Route: 6, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 56.0m (183.7ft), Skew: 32 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 11.2m (36.7ft), Curb-To-Curb Width: 56.0m (183.7ft), Out-to-Out Width: 57.8m (189.6ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 23.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: 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: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 28 016, Location: 04-CC-680-13.67-WLC (Lat: 37.891997, Lng: -122.062261), Route carried "on" structure: Interstate 680, Year Built: 1994, Year Reconstructed: 1997, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 195,300 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 254,300 (year 2038), Design Load: HS 20+Mod, Features Intersected: NEWELL AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.670, Lanes on structure: 13, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 6, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 74.8m (245.4ft), Skew: 30 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 20.9m (68.6ft), Curb-To-Curb Width: 82.1m (269.4ft), Out-to-Out Width: 84.2m (276.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 28 016, Location: 04-CC-680-13.67-WLC (Lat: 37.891997, Lng: -122.062261), Route carried "on" structure: Interstate 680, Year Built: 1994, Year Reconstructed: 1997, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 195,300 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 254,300 (year 2038), Design Load: HS 20+Mod, Features Intersected: NEWELL AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.670, Lanes on structure: 13, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 6, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 74.8m (245.4ft), Skew: 30 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 20.9m (68.6ft), Curb-To-Curb Width: 82.1m (269.4ft), Out-to-Out Width: 84.2m (276.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 28 0161, Location: 04-CC-680-13.93-WLC (Lat: 37.893825, Lng: -122.066439), Route carried "on" structure: Interstate 680, Year Built: 1994, Year Reconstructed: 1997, Status: Open, Structure Length: 5.82m (19.09ft), Average Daily Traffic: 195,300 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 254,000 (year 2038), Design Load: HS 20+Mod, Features Intersected: OLYMPIC BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.930, Lanes on structure: 10, Lanes under structure: 6, Base Highway Network: Yes (Inventory Route: 6, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 67.1m (220.1ft), Skew: 30 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 28.7m (94.2ft), Curb-To-Curb Width: 67.1m (220.1ft), Out-to-Out Width: 69.5m (228.0ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.82m (19.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $4,045,000, Roadway Improvement Cost: $809,000, Total Project Cost: $6,795,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 28 0161, Location: 04-CC-680-13.93-WLC (Lat: 37.893825, Lng: -122.066439), Route carried "on" structure: Interstate 680, Year Built: 1994, Year Reconstructed: 1997, Status: Open, Structure Length: 5.82m (19.09ft), Average Daily Traffic: 195,300 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 254,000 (year 2038), Design Load: HS 20+Mod, Features Intersected: OLYMPIC BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.930, Lanes on structure: 10, Lanes under structure: 6, Base Highway Network: Yes (Inventory Route: 6, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 67.1m (220.1ft), Skew: 30 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 28.7m (94.2ft), Curb-To-Curb Width: 67.1m (220.1ft), Out-to-Out Width: 69.5m (228.0ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.82m (19.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $4,045,000, Roadway Improvement Cost: $809,000, Total Project Cost: $6,795,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 28 0162, Location: 04-CC-680-13.72-WLC (Lat: 37.892344, Lng: -122.063133), Route carried "on" structure: Interstate 680, Year Built: 1960, Year Reconstructed: 1994, Status: Open, Structure Length: 5.56m (18.24ft), Average Daily Traffic: 195,300 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 254,000 (year 2038), Features Intersected: LAS TRAMPAS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.720, Lanes on structure: 11, Base Highway Network: Yes (Inventory Route: 6, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 60.9m (199.8ft), Skew: 31 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.2m (66.3ft), Curb-To-Curb Width: 60.9m (199.8ft), Out-to-Out Width: 62.7m (205.7ft)
Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 35.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.56m (18.24ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $3,486,000, Roadway Improvement Cost: $697,000, Total Project Cost: $5,856,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 28 0162, Location: 04-CC-680-13.72-WLC (Lat: 37.892344, Lng: -122.063133), Route carried "on" structure: Interstate 680, Year Built: 1960, Year Reconstructed: 1994, Status: Open, Structure Length: 5.56m (18.24ft), Average Daily Traffic: 195,300 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 254,000 (year 2038), Features Intersected: LAS TRAMPAS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.720, Lanes on structure: 11, Base Highway Network: Yes (Inventory Route: 6, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 60.9m (199.8ft), Skew: 31 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.2m (66.3ft), Curb-To-Curb Width: 60.9m (199.8ft), Out-to-Out Width: 62.7m (205.7ft)
Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 35.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.56m (18.24ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $3,486,000, Roadway Improvement Cost: $697,000, Total Project Cost: $5,856,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 28 0162K, Location: 04-CC-680-13.72-WLC (Lat: 37.891897, Lng: -122.063644), Route carried "on" structure: Ramp Interstate 680, Year Built: 1994, Status: Open, Structure Length: 5.61m (18.41ft), Average Daily Traffic: 10,300 (year 2009), Truck Traffic: 6%, Average Future Daily Traffic: 28,477 (year 2037), Design Load: HS 20+Mod, Features Intersected: LAS TRAMPAS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.720, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 55.2m (181.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 28 0162K, Location: 04-CC-680-13.72-WLC (Lat: 37.891897, Lng: -122.063644), Route carried "on" structure: Ramp Interstate 680, Year Built: 1994, Status: Open, Structure Length: 5.61m (18.41ft), Average Daily Traffic: 10,300 (year 2009), Truck Traffic: 6%, Average Future Daily Traffic: 28,477 (year 2037), Design Load: HS 20+Mod, Features Intersected: LAS TRAMPAS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.720, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 55.2m (181.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 28 0162S, Location: 04-CC-680-13.72-WLC (Lat: 37.892428, Lng: -122.063036), Route carried "on" structure: Ramp Interstate 680, Year Built: 1996, Status: Open, Structure Length: 5.12m (16.80ft), Average Daily Traffic: 25,000 (year 2009), Truck Traffic: 6%, Average Future Daily Traffic: 31,959 (year 2037), Design Load: HS 20+Mod, Features Intersected: LAS TRAMPAS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.720, Lanes on structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 50.3m (165.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 28 0162S, Location: 04-CC-680-13.72-WLC (Lat: 37.892428, Lng: -122.063036), Route carried "on" structure: Ramp Interstate 680, Year Built: 1996, Status: Open, Structure Length: 5.12m (16.80ft), Average Daily Traffic: 25,000 (year 2009), Truck Traffic: 6%, Average Future Daily Traffic: 31,959 (year 2037), Design Load: HS 20+Mod, Features Intersected: LAS TRAMPAS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.720, Lanes on structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 50.3m (165.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 28 0166, Location: 04-CC-680-13.46-WLC (Lat: 37.890172, Lng: -122.058678), Route carried "on" structure: Interstate 680, Year Built: 1960, Year Reconstructed: 1994, Status: Open, Structure Length: 4.53m (14.86ft), Average Daily Traffic: 195,300 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 254,000 (year 2038), Design Load: HS 20, Features Intersected: LILAC DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.460, Lanes on structure: 11, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 6, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 58.1m (190.6ft), Skew: 35 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.6m (74.1ft), Curb-To-Curb Width: 58.1m (190.6ft), Out-to-Out Width: 59.7m (195.9ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Good, Operating Rating: 54.0 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: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.53m (14.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $2,794,000, Roadway Improvement Cost: $558,000, Total Project Cost: $4,693,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 28 0166, Location: 04-CC-680-13.46-WLC (Lat: 37.890172, Lng: -122.058678), Route carried "on" structure: Interstate 680, Year Built: 1960, Year Reconstructed: 1994, Status: Open, Structure Length: 4.53m (14.86ft), Average Daily Traffic: 195,300 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 254,000 (year 2038), Design Load: HS 20, Features Intersected: LILAC DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.460, Lanes on structure: 11, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 6, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 58.1m (190.6ft), Skew: 35 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.6m (74.1ft), Curb-To-Curb Width: 58.1m (190.6ft), Out-to-Out Width: 59.7m (195.9ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Good, Operating Rating: 54.0 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: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.53m (14.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $2,794,000, Roadway Improvement Cost: $558,000, Total Project Cost: $4,693,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 28 0167, Location: 04-CC-680-13.08-WLC (Lat: 37.886006, Lng: -122.055236), Route carried "on" structure: Interstate 680, Year Built: 1959, Year Reconstructed: 1990, Status: Open, Structure Length: 4.30m (14.11ft), Average Daily Traffic: 195,300 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 254,000 (year 2038), Design Load: HS 20+Mod, Features Intersected: SOUTH MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.080, Lanes on structure: 11, Lanes under structure: 3, Base Highway Network: Yes (Inventory Route: 6, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 50.9m (167.0ft), Skew: 35 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.0m (88.6ft), Curb-To-Curb Width: 54.7m (179.5ft), Out-to-Out Width: 56.2m (184.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 28 0167, Location: 04-CC-680-13.08-WLC (Lat: 37.886006, Lng: -122.055236), Route carried "on" structure: Interstate 680, Year Built: 1959, Year Reconstructed: 1990, Status: Open, Structure Length: 4.30m (14.11ft), Average Daily Traffic: 195,300 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 254,000 (year 2038), Design Load: HS 20+Mod, Features Intersected: SOUTH MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.080, Lanes on structure: 11, Lanes under structure: 3, Base Highway Network: Yes (Inventory Route: 6, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 50.9m (167.0ft), Skew: 35 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.0m (88.6ft), Curb-To-Curb Width: 54.7m (179.5ft), Out-to-Out Width: 56.2m (184.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 28 0252, Location: 04-CC-004-R9.10-MTZ (Lat: 37.994514, Lng: -122.120747), Route carried "on" structure: State highway 4, Year Built: 1938, Status: Open, Structure Length: 18.44m (60.50ft), Average Daily Traffic: 62,000 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 127,639 (year 2042), Features Intersected: BNSF RY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.100, Lanes on structure: 7, Lanes under structure: 1, Base Highway Network: Yes (, Subroute: 1), Owner: Railroad, Approaching Roadway Width: 6.7m (22.0ft), Skew: 24 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.6m (21.7ft)
Condition: Superstructure: Good, Substructure: 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020
Structure Number: 28 0252, Location: 04-CC-004-R9.10-MTZ (Lat: 37.994514, Lng: -122.120747), Route carried "on" structure: State highway 4, Year Built: 1938, Status: Open, Structure Length: 18.44m (60.50ft), Average Daily Traffic: 62,000 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 127,639 (year 2042), Features Intersected: BNSF RY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.100, Lanes on structure: 7, Lanes under structure: 1, Base Highway Network: Yes (, Subroute: 1), Owner: Railroad, Approaching Roadway Width: 6.7m (22.0ft), Skew: 24 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.6m (21.7ft)
Condition: Superstructure: Good, Substructure: 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020
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Structure Number: 28 0315S, Location: 04-CC-680-14.56-WLC (Lat: 37.901592, Lng: -122.069442), Route carried "on" structure: City street , Year Built: 1997, Status: Open, Structure Length: 2.94m (9.65ft), Average Daily Traffic: 2,000 (year 2009), Truck Traffic: 3%, Average Future Daily Traffic: 2,726 (year 2041), Design Load: HS 20+Mod, Features Intersected: N680&E24-YGNACIO OFF RMP, Facility Carried by Structure: OAKLAND BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.4m (96.5ft), Curb or Sidewalk Widths: Left: 2.3m (7.5ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 28 0315S, Location: 04-CC-680-14.56-WLC (Lat: 37.901592, Lng: -122.069442), Route carried "on" structure: City street , Year Built: 1997, Status: Open, Structure Length: 2.94m (9.65ft), Average Daily Traffic: 2,000 (year 2009), Truck Traffic: 3%, Average Future Daily Traffic: 2,726 (year 2041), Design Load: HS 20+Mod, Features Intersected: N680&E24-YGNACIO OFF RMP, Facility Carried by Structure: OAKLAND BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.4m (96.5ft), Curb or Sidewalk Widths: Left: 2.3m (7.5ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 28C0035, Location: 0.1 MI E NORTH BROADWAY (Lat: 37.900592, Lng: -122.059636), Route carried "on" structure: City street , Year Built: 1957, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 1,042 (year 2013), Truck Traffic: 2%, Average Future Daily Traffic: 2,690 (year 2038), Features Intersected: WALNUT CREEK, Facility Carried by Structure: LINCOLN AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.3m (53.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Excellent, Operating Rating: 55.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 48 months, Inspection Date: January 2021, Other Special Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 28C0035, Location: 0.1 MI E NORTH BROADWAY (Lat: 37.900592, Lng: -122.059636), Route carried "on" structure: City street , Year Built: 1957, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 1,042 (year 2013), Truck Traffic: 2%, Average Future Daily Traffic: 2,690 (year 2038), Features Intersected: WALNUT CREEK, Facility Carried by Structure: LINCOLN AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.3m (53.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Excellent, Operating Rating: 55.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 48 months, Inspection Date: January 2021, Other Special Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 28C0051, Location: 0.4 MI E OF S MAIN ST (Lat: 37.884111, Lng: -122.050767), Route carried "on" structure: City street , Year Built: 1959, Year Reconstructed: 2004, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 800 (year 2013), Truck Traffic: 2%, Average Future Daily Traffic: 1,241 (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: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.2m (36.7ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.8m (51.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 37.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 28C0051, Location: 0.4 MI E OF S MAIN ST (Lat: 37.884111, Lng: -122.050767), Route carried "on" structure: City street , Year Built: 1959, Year Reconstructed: 2004, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 800 (year 2013), Truck Traffic: 2%, Average Future Daily Traffic: 1,241 (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: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.2m (36.7ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.8m (51.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 37.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 28C0052, Location: 0.1 MI N DAVID ST (Lat: 37.935197, Lng: -122.047828), Route carried "on" structure: City street , Year Built: 1958, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 16,500 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 16,139 (year 2038), Features Intersected: WALNUT CREEK, Facility Carried by Structure: BANCROFT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.1m (49.5ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.1m (98.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 33.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 20.1 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 replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 28C0052, Location: 0.1 MI N DAVID ST (Lat: 37.935197, Lng: -122.047828), Route carried "on" structure: City street , Year Built: 1958, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 16,500 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 16,139 (year 2038), Features Intersected: WALNUT CREEK, Facility Carried by Structure: BANCROFT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.1m (49.5ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.1m (98.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 33.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 20.1 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 replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 28C006, Location: 0.2 MI NE TARA HILLS DR (Lat: 38.000656, Lng: -122.320364), Route carried "on" structure: County highway , Year Built: 1969, Year Reconstructed: 1971, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 15,109 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 15,014 (year 2037), Features Intersected: MCCARTHY CREEK, Facility Carried by Structure: SAN PABLO AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 18.7m (61.4ft), Skew: 30 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: 1.2m (3.9ft), Right: 1.0m (3.3ft), Curb-To-Curb Width: 18.7m (61.4ft), Out-to-Out Width: 27.4m (89.9ft)
Condition: Channel: Good, Culverts: 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: Equal to 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: September 2020
Structure Number: 28C006, Location: 0.2 MI NE TARA HILLS DR (Lat: 38.000656, Lng: -122.320364), Route carried "on" structure: County highway , Year Built: 1969, Year Reconstructed: 1971, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 15,109 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 15,014 (year 2037), Features Intersected: MCCARTHY CREEK, Facility Carried by Structure: SAN PABLO AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 18.7m (61.4ft), Skew: 30 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: 1.2m (3.9ft), Right: 1.0m (3.3ft), Curb-To-Curb Width: 18.7m (61.4ft), Out-to-Out Width: 27.4m (89.9ft)
Condition: Channel: Good, Culverts: 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: Equal to 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: September 2020
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Structure Number: 28C0063, Location: 0.8 MI E OF I 680 (Lat: 37.907386, Lng: -122.056717), Route carried "on" structure: City street , Year Built: 1975, Status: Open, Structure Length: 1.48m (4.86ft), Average Daily Traffic: 63,000 (year 2013), Truck Traffic: 2%, Average Future Daily Traffic: 31,836 (year 2036), Features Intersected: WALNUT CREEK, Facility Carried by Structure: YGNACIO VALLEY RD
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: 22.6m (74.1ft), Skew: 33 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 22.6m (74.1ft), Out-to-Out Width: 32.9m (107.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 61.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 28C0063, Location: 0.8 MI E OF I 680 (Lat: 37.907386, Lng: -122.056717), Route carried "on" structure: City street , Year Built: 1975, Status: Open, Structure Length: 1.48m (4.86ft), Average Daily Traffic: 63,000 (year 2013), Truck Traffic: 2%, Average Future Daily Traffic: 31,836 (year 2036), Features Intersected: WALNUT CREEK, Facility Carried by Structure: YGNACIO VALLEY RD
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: 22.6m (74.1ft), Skew: 33 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 22.6m (74.1ft), Out-to-Out Width: 32.9m (107.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 61.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 28C0069, Location: RUDGEAR ROAD (Lat: 37.880256, Lng: -122.048308), Route carried "on" structure: City street , Year Built: 1964, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 250 (year 2013), Truck Traffic: 1%, Average Future Daily Traffic: 401 (year 2036), Design Load: HS 20, Features Intersected: SAN RAMON CREEK, Facility Carried by Structure: BISHOP LANE
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, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 79.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 28C0069, Location: RUDGEAR ROAD (Lat: 37.880256, Lng: -122.048308), Route carried "on" structure: City street , Year Built: 1964, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 250 (year 2013), Truck Traffic: 1%, Average Future Daily Traffic: 401 (year 2036), Design Load: HS 20, Features Intersected: SAN RAMON CREEK, Facility Carried by Structure: BISHOP LANE
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, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 79.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 28C0075, Location: 0.1 MI S OLYMPIC BLVD (Lat: 37.894714, Lng: -122.058914), Route carried "on" structure: City street , Year Built: 1919, Year Reconstructed: 1956, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 18,498 (year 2013), Truck Traffic: 3%, Average Future Daily Traffic: 32,171 (year 2041), Features Intersected: LAS TRAMPAS CREEK, Facility Carried by Structure: SOUTH MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 32 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 20.0m (65.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 26.2 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 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, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 28C0075, Location: 0.1 MI S OLYMPIC BLVD (Lat: 37.894714, Lng: -122.058914), Route carried "on" structure: City street , Year Built: 1919, Year Reconstructed: 1956, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 18,498 (year 2013), Truck Traffic: 3%, Average Future Daily Traffic: 32,171 (year 2041), Features Intersected: LAS TRAMPAS CREEK, Facility Carried by Structure: SOUTH MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 32 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 20.0m (65.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 26.2 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 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, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 28C0131, Location: 0.2 MI E OAK GROVE RD (Lat: 37.928408, Lng: -122.010681), Route carried "on" structure: County highway , Year Built: 1954, Year Reconstructed: 1971, Status: Open, Structure Length: 1.57m (5.15ft), Average Daily Traffic: 49,400 (year 2013), Truck Traffic: 2%, Average Future Daily Traffic: 27,260 (year 2041), Features Intersected: PINE CREEK, Facility Carried by Structure: YGNACIO VALLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 27.6m (90.6ft), Skew: 34 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.8m (15.7ft), Curb or Sidewalk Widths: Left: 2.2m (7.2ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 22.6m (74.1ft), Out-to-Out Width: 33.7m (110.6ft)
Condition: Channel: Excellent, Culverts: 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021
Structure Number: 28C0131, Location: 0.2 MI E OAK GROVE RD (Lat: 37.928408, Lng: -122.010681), Route carried "on" structure: County highway , Year Built: 1954, Year Reconstructed: 1971, Status: Open, Structure Length: 1.57m (5.15ft), Average Daily Traffic: 49,400 (year 2013), Truck Traffic: 2%, Average Future Daily Traffic: 27,260 (year 2041), Features Intersected: PINE CREEK, Facility Carried by Structure: YGNACIO VALLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 27.6m (90.6ft), Skew: 34 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.8m (15.7ft), Curb or Sidewalk Widths: Left: 2.2m (7.2ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 22.6m (74.1ft), Out-to-Out Width: 33.7m (110.6ft)
Condition: Channel: Excellent, Culverts: 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021
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Structure Number: 28C0183, Location: AT I-680 (Lat: 37.966631, Lng: -122.055181), Route carried "on" structure: City street , Year Built: 1954, Year Reconstructed: 1976, Status: Open, Structure Length: 9.66m (31.69ft), Average Daily Traffic: 37,000 (year 1977), Truck Traffic: 5%, Average Future Daily Traffic: 85,790 (year 2041), Features Intersected: WALNUT CREEK, Facility Carried by Structure: WILLOW PASS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 7, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 25.1m (82.3ft), Skew: 33 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 18.6m (61.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 25.1m (82.3ft), Out-to-Out Width: 28.5m (93.5ft)
Condition: Deck: Poor, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 28.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 9.66m (31.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $6,331,000, Roadway Improvement Cost: $1,266,000, Total Project Cost: $10,637,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 28C0183, Location: AT I-680 (Lat: 37.966631, Lng: -122.055181), Route carried "on" structure: City street , Year Built: 1954, Year Reconstructed: 1976, Status: Open, Structure Length: 9.66m (31.69ft), Average Daily Traffic: 37,000 (year 1977), Truck Traffic: 5%, Average Future Daily Traffic: 85,790 (year 2041), Features Intersected: WALNUT CREEK, Facility Carried by Structure: WILLOW PASS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 7, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 25.1m (82.3ft), Skew: 33 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 18.6m (61.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 25.1m (82.3ft), Out-to-Out Width: 28.5m (93.5ft)
Condition: Deck: Poor, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 28.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 9.66m (31.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $6,331,000, Roadway Improvement Cost: $1,266,000, Total Project Cost: $10,637,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 28C0185, Location: B/W LINCOLN & DUNCAN ST. (Lat: 37.899997, Lng: -122.059822), Route carried "on" structure: City street , Year Built: 1971, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 20,905 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 37,195 (year 2041), Features Intersected: WALNUT CREEK, Facility Carried by Structure: N. BROADWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 24.7m (81.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 2.9m (9.5ft), Right: 3.1m (10.2ft), Curb-To-Curb Width: 18.4m (60.4ft), Out-to-Out Width: 24.4m (80.1ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 29.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 17.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 28C0185, Location: B/W LINCOLN & DUNCAN ST. (Lat: 37.899997, Lng: -122.059822), Route carried "on" structure: City street , Year Built: 1971, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 20,905 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 37,195 (year 2041), Features Intersected: WALNUT CREEK, Facility Carried by Structure: N. BROADWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 24.7m (81.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 2.9m (9.5ft), Right: 3.1m (10.2ft), Curb-To-Curb Width: 18.4m (60.4ft), Out-to-Out Width: 24.4m (80.1ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 29.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 17.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than 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: 28C0187, Location: 0.1 MI N NEWELL AVE (Lat: 37.893644, Lng: -122.061372), Route carried "on" structure: City street , Year Built: 1958, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 22,000 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 44,000 (year 2038), Features Intersected: LAS TRAMPAS CREEK, Facility Carried by Structure: S CALIFORNIA 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: 16.0m (52.5ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 16.0m (52.5ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 60.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 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: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 28C0187, Location: 0.1 MI N NEWELL AVE (Lat: 37.893644, Lng: -122.061372), Route carried "on" structure: City street , Year Built: 1958, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 22,000 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 44,000 (year 2038), Features Intersected: LAS TRAMPAS CREEK, Facility Carried by Structure: S CALIFORNIA 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: 16.0m (52.5ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 16.0m (52.5ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 60.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 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: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 28C0213, Location: 0.2 MI N RUDGEAR RD (Lat: 37.883444, Lng: -122.046525), Route carried "on" structure: City street , Year Built: 1950, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 300 (year 2013), Truck Traffic: 1%, Average Future Daily Traffic: 588 (year 2038), Features Intersected: UNNAMED CREEK, Facility Carried by Structure: VANDERSLICE AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.2m (17.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Poor, 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: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 28C0213, Location: 0.2 MI N RUDGEAR RD (Lat: 37.883444, Lng: -122.046525), Route carried "on" structure: City street , Year Built: 1950, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 300 (year 2013), Truck Traffic: 1%, Average Future Daily Traffic: 588 (year 2038), Features Intersected: UNNAMED CREEK, Facility Carried by Structure: VANDERSLICE AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.2m (17.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Poor, 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: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 28C0214, Location: 0.1 MI E CITRUS AVE (Lat: 37.935706, Lng: -122.008753), Route carried "on" structure: City street , Year Built: 1958, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 300 (year 2013), Truck Traffic: 2%, Average Future Daily Traffic: 525 (year 2038), Features Intersected: PINE CREEK, Facility Carried by Structure: PERADA DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 15.8m (51.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 31.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 19.1 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 28C0214, Location: 0.1 MI E CITRUS AVE (Lat: 37.935706, Lng: -122.008753), Route carried "on" structure: City street , Year Built: 1958, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 300 (year 2013), Truck Traffic: 2%, Average Future Daily Traffic: 525 (year 2038), Features Intersected: PINE CREEK, Facility Carried by Structure: PERADA DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 15.8m (51.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 31.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 19.1 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 28C0215, Location: 0.1 MI E CITRUS AVE (Lat: 37.930814, Lng: -122.009981), Route carried "on" structure: City street , Year Built: 1958, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 300 (year 2013), Truck Traffic: 1%, Average Future Daily Traffic: 436 (year 2041), Features Intersected: PINE CREEK, Facility Carried by Structure: PERADA DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, 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: 12.2m (40.0ft), Out-to-Out Width: 15.3m (50.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Very 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: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 28C0215, Location: 0.1 MI E CITRUS AVE (Lat: 37.930814, Lng: -122.009981), Route carried "on" structure: City street , Year Built: 1958, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 300 (year 2013), Truck Traffic: 1%, Average Future Daily Traffic: 436 (year 2041), Features Intersected: PINE CREEK, Facility Carried by Structure: PERADA DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, 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: 12.2m (40.0ft), Out-to-Out Width: 15.3m (50.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Very 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: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 28C0216, Location: 0.1 MI E OAK GROVE RD (Lat: 37.925597, Lng: -122.009603), Route carried "on" structure: City street , Year Built: 1975, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 2,400 (year 2013), Truck Traffic: 1%, Average Future Daily Traffic: 2,574 (year 2037), Features Intersected: PINE CREEK, Facility Carried by Structure: DIABLO SHADOW DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), 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: 2.7m (8.9ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Channel: Excellent, 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2019
Structure Number: 28C0216, Location: 0.1 MI E OAK GROVE RD (Lat: 37.925597, Lng: -122.009603), Route carried "on" structure: City street , Year Built: 1975, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 2,400 (year 2013), Truck Traffic: 1%, Average Future Daily Traffic: 2,574 (year 2037), Features Intersected: PINE CREEK, Facility Carried by Structure: DIABLO SHADOW DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), 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: 2.7m (8.9ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Channel: Excellent, 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2019