Bridge Statistics for Vallejo, California (CA) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 23 0064, Location: 04-SOL-037-R7.39-VAL (Lat: 38.120472, Lng: -122.280194), Route carried "on" structure: State highway 37, Year Built: 1963, Year Reconstructed: 1966, Status: Open, Structure Length: 99.97m (327.99ft), Average Daily Traffic: 33,000 (year 2009), Truck Traffic: 12%, Average Future Daily Traffic: 47,903 (year 2034), Design Load: HS 20, Features Intersected: NAPA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.390, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Skew: 30 degrees, Navigation Control: Yes ( Vertical Clearance: 30.5m (100.1ft), Horizontal Clearance: 42.7m (140.1ft)), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 33, Number Of Approach Spans: 2, Length of Maximum Span: 57.3m (188.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 19.7m (64.6ft), Out-to-Out Width: 22.6m (74.1ft)

Condition: Deck: Fair, Superstructure: Very good, Substructure: Good, Channel: Excellent, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 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, Underclear: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: January 12, Underwater Inspection Date: May 11, Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 23 0066, Location: 04-SOL-080-1.78-VAL (Lat: 38.085278, Lng: -122.232917), Route carried "on" structure: City street E035, Year Built: 1956, Status: Open, Structure Length: 8.37m (27.46ft), Average Daily Traffic: 6,580 (year 1998), Truck Traffic: 6%, Average Future Daily Traffic: 8,298 (year 2029), Design Load: H 20, Features Intersected: INTERSTATE 80 & RAMPS, Facility Carried by Structure: MAGAZINE STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.1m (79.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.37m (27.46ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 11, Bridge Improvement Cost: $896,000, Roadway Improvement Cost: $179,000, Total Project Cost: $1,505,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 23 0081, Location: 04-SOL-080-5.63-VAL (Lat: 38.138944, Lng: -122.220167), Route carried "on" structure: Interstate 80, Year Built: 1944, Year Reconstructed: 1963, Status: Open, Structure Length: 3.07m (10.07ft), Average Daily Traffic: 133,000 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 186,589 (year 2033), Design Load: H 15, Features Intersected: E37 - COLUMBUS PARKWAY
Minimum Vertical Clearance: 8.31m (27.26ft), Kilometerpoint: 5.630, Lanes on structure: 9, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 52.1m (170.9ft), Skew: 32 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 50.9m (167.0ft), Out-to-Out Width: 52.1m (170.9ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 42.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.07m (10.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 11, Bridge Improvement Cost: $1,599,000, Roadway Improvement Cost: $319,000, Total Project Cost: $2,686,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 23 0087, Location: 04-SOL-080-1.14-VAL (Lat: 38.076444, Lng: -122.232000), Route carried "on" structure: Interstate 80, Year Built: 1948, Year Reconstructed: 1957, Status: Open, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 145,000 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 185,262 (year 2033), Design Load: H 20, Features Intersected: E80-N29 CONNECTOR RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.140, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 39.0m (128.0ft), Skew: 39 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.4m (60.4ft), Curb-To-Curb Width: 35.2m (115.5ft), Out-to-Out Width: 37.2m (122.0ft)

Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 50.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.75m (15.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 11, Bridge Improvement Cost: $1,767,000, Roadway Improvement Cost: $353,000, Total Project Cost: $2,968,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 23 0089, Location: 04-SOL-080-3.23-VAL (Lat: 38.105861, Lng: -122.229694), Route carried "on" structure: City street E033, Year Built: 1958, Status: Open, Structure Length: 6.61m (21.69ft), Average Daily Traffic: 16,541 (year 1998), Truck Traffic: 6%, Average Future Daily Traffic: 24,352 (year 2029), Design Load: H 20, Features Intersected: INTERSTATE 80 & RAMPS, Facility Carried by Structure: SPRINGS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 10, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 21 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 17.0m (55.8ft), Out-to-Out Width: 22.6m (74.1ft)

Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 53.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.61m (21.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 11, Bridge Improvement Cost: $1,494,000, Roadway Improvement Cost: $298,000, Total Project Cost: $2,509,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 23 0094L, Location: 04-SOL-037-R11.22-VAL (Lat: 38.141500, Lng: -122.227625), Route carried "on" structure: State highway 37, Year Built: 1979, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 46,000 (year 2009), Truck Traffic: 6%, Average Future Daily Traffic: 57,422 (year 2034), Design Load: HS 20, Features Intersected: SAGE ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.220, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.3m (96.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 15.4m (50.5ft), Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 53.5 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 12, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 23 0094R, Location: 04-SOL-037-R11.22-VAL (Lat: 38.141264, Lng: -122.227694), Route carried "on" structure: State highway 37, Year Built: 1979, Status: Open, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 46,000 (year 2009), Truck Traffic: 6%, Average Future Daily Traffic: 57,422 (year 2034), Design Load: HS 20, Features Intersected: SAGE ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.220, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.6m (107.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 15.0m (49.2ft), Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 54.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 12, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 23 0098, Location: 04-SOL-080-3.49-VAL (Lat: 38.109639, Lng: -122.229639), Route carried "on" structure: City street E002, Year Built: 1958, Status: Open, Structure Length: 6.49m (21.29ft), Average Daily Traffic: 9,792 (year 1998), Truck Traffic: 6%, Average Future Daily Traffic: 32,212 (year 2029), Design Load: HS 20, Features Intersected: INTERSTATE 80 & RAMPS, Facility Carried by Structure: TENNESSEE STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 10, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.7m (58.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 22.6m (74.1ft)

Condition: Deck: Critical, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 54.8 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 23 0108, Location: 04-SOL-080-2.88-VAL (Lat: 38.100750, Lng: -122.229750), Route carried "on" structure: City street E003, Year Built: 1958, Status: Open, Structure Length: 5.27m (17.29ft), Average Daily Traffic: 11,800 (year 1998), Truck Traffic: 6%, Average Future Daily Traffic: 17,285 (year 2028), Design Load: HS 20, Features Intersected: INTERSTATE 80, Facility Carried by Structure: GEORGIA ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.3m (83.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 19.6m (64.3ft)

Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 62.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 23 0109, Location: 04-SOL-037-R7.21-VAL (Lat: 38.117500, Lng: -122.288861), Route carried "on" structure: County highway , Year Built: 1967, Status: Open, Structure Length: 25.33m (83.10ft), Average Daily Traffic: 2,000 (year 1998), Truck Traffic: 5%, Average Future Daily Traffic: 2,584 (year 2028), Design Load: HS 20, Features Intersected: STATE ROUTE 37, Facility Carried by Structure: WALNUT ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 11, Number Of Approach Spans: 3, Length of Maximum Span: 21.0m (68.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 13.6m (44.6ft), Out-to-Out Width: 16.0m (52.5ft)

Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 57.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 23 0114, Location: 04-SOL-080-4.43-VAL (Lat: 38.123194, Lng: -122.229917), Route carried "on" structure: City street E001, Year Built: 1958, Year Reconstructed: 1984, Status: Open, Structure Length: 4.82m (15.81ft), Average Daily Traffic: 25,425 (year 1998), Truck Traffic: 6%, Average Future Daily Traffic: 37,255 (year 2028), Design Load: HS 20, Features Intersected: INTERSTATE 80, Facility Carried by Structure: REDWOOD ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 23 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 0.0m, Curb-To-Curb Width: 22.4m (73.5ft), Out-to-Out Width: 26.3m (86.3ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 54.0 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to 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 48 months, Inspection Date: January 2009, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 23 0115, Location: 04-SOL-780-6-VAL (Lat: 38.085694, Lng: -122.210167), Route carried "on" structure: City street E048, Year Built: 1960, Status: Open, Structure Length: 5.70m (18.70ft), Average Daily Traffic: 2,000 (year 1998), Truck Traffic: 3%, Average Future Daily Traffic: 2,593 (year 2029), Design Load: HS 20, Features Intersected: INTERSTATE 780, Facility Carried by Structure: GLEN COVE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.2m (76.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.70m (18.70ft), Designated Inspection Frequency: Every 48 months, Inspection Date: January 12, Bridge Improvement Cost: $643,000, Roadway Improvement Cost: $128,000, Total Project Cost: $1,080,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 23 0173G, Location: 04-SOL-080-5.65-VAL (Lat: 38.139056, Lng: -122.220111), Route carried "on" structure: Ramp Interstate 80, Year Built: 1975, Status: Open, Structure Length: 18.34m (60.17ft), Average Daily Traffic: 10,000 (year 2003), Truck Traffic: 6%, Average Future Daily Traffic: 15,456 (year 2029), Design Load: HS 20, Features Intersected: INTERSTATE 80 & RAMPS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.650, Lanes on structure: 2, Lanes under structure: 10, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 9 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 51.5m (169.0ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 99.8 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 11, Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 23 0173K, Location: 04-SOL-080-5.68-VAL (Lat: 38.139444, Lng: -122.219861), Route carried "on" structure: Ramp Interstate 80, Year Built: 1975, Status: Open, Structure Length: 12.13m (39.80ft), Average Daily Traffic: 3,300 (year 2003), Truck Traffic: 11%, Average Future Daily Traffic: 4,080 (year 2029), Design Load: HS 20, Features Intersected: INTERSTATE 80 & RAMPS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.680, Lanes on structure: 1, Lanes under structure: 11, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 8.6m (28.2ft), 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: 43.9m (144.0ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 91.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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 11, Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 23 0174G, Location: 04-SOL-037-R11.54-VAL (Lat: 38.140667, Lng: -122.221139), Route carried "on" structure: Ramp State highway 37, Year Built: 1975, Status: Open, Structure Length: 12.13m (39.80ft), Average Daily Traffic: 9,600 (year 2003), Truck Traffic: 2%, Average Future Daily Traffic: 11,222 (year 2029), Design Load: HS 20, Features Intersected: E80 - W37, W37-W80 RAMPS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.540, Lanes on structure: 2, Lanes under structure: 7, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), 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: 46.3m (151.9ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 54.1 metric tons, Inventory Rating: 32.4 metric tons, 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 24 months, Inspection Date: January 12, Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 23 0175G, Location: 04-SOL-037-R11.65-VAL (Lat: 38.141111, Lng: -122.218792), Route carried "on" structure: Ramp State highway 37, Year Built: 1975, Status: Open, Structure Length: 23.29m (76.41ft), Average Daily Traffic: 9,600 (year 2003), Truck Traffic: 11%, Average Future Daily Traffic: 12,242 (year 2029), Design Load: HS 20+Mod, Features Intersected: INTERSTATE 80
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.650, Lanes on structure: 2, Lanes under structure: 12, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 64.6m (211.9ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 12, Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 23 0176K, Location: 04-SOL-080-5.81-VAL (Lat: 38.140750, Lng: -122.219556), Route carried "on" structure: Ramp Interstate 80, Year Built: 1975, Status: Open, Structure Length: 4.53m (14.86ft), Average Daily Traffic: 3,000 (year 2003), Truck Traffic: 2%, Average Future Daily Traffic: 3,979 (year 2029), Design Load: HS 20, Features Intersected: W80 - EB COLUMBUS PKWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.810, Lanes on structure: 1, Lanes under structure: 1, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 8.6m (28.2ft), 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: 24.0m (78.7ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 96.9 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: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 11, Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 23 0201K, Location: 04-SOL-037-R11.72-VAL (Lat: 38.139333, Lng: -122.219944), Route carried "on" structure: Ramp State highway 37, Year Built: 1975, Status: Open, Structure Length: 12.16m (39.90ft), Average Daily Traffic: 10,000 (year 2002), Truck Traffic: 11%, Average Future Daily Traffic: 12,283 (year 2029), Design Load: HS 20, Features Intersected: INTERSTATE 80
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.720, Lanes on structure: 2, Lanes under structure: 12, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), 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: 43.6m (143.0ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 99.8 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: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 12, Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 23 0205L, Location: 04-SOL-037-10.94-VAL (Lat: 38.141458, Lng: -122.232708), Route carried "on" structure: State highway 37, Year Built: 1992, Status: Open, Structure Length: 6.89m (22.60ft), Average Daily Traffic: 32,000 (year 2009), Truck Traffic: 10%, Average Future Daily Traffic: 57,422 (year 2034), Design Load: HS 20+Mod, Features Intersected: FAIRGROUNDS DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.940, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 38.4m (126.0ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 53.5 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 12, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 23 0205R, Location: 04-SOL-037-10.94-VAL (Lat: 38.141222, Lng: -122.232500), Route carried "on" structure: State highway 37, Year Built: 1992, Status: Open, Structure Length: 6.89m (22.60ft), Average Daily Traffic: 32,000 (year 2009), Truck Traffic: 10%, Average Future Daily Traffic: 57,422 (year 2034), Design Load: HS 20+Mod, Features Intersected: FAIRGROUNDS DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.940, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 38.4m (126.0ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 53.5 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 12, Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 23 0217, Location: 04-SOL-037-8.46-VAL (Lat: 38.126167, Lng: -122.268917), Route carried "on" structure: Business City street , Year Built: 2004, Status: Open, Structure Length: 9.00m (29.53ft), Average Daily Traffic: 12,559 (year 1998), Truck Traffic: 5%, Average Future Daily Traffic: 15,853 (year 2029), Design Load: HS 20+Mod, Features Intersected: STATE ROUTE 37, Facility Carried by Structure: SACRAMENTO ST
Minimum Vertical Clearance: 99.00m (324.80ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 45.2m (148.3ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 54.0 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 12, Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 23 0218, Location: 04-SOL-037-R9.52-VAL (Lat: 38.139917, Lng: -122.256056), Route carried "on" structure: State highway 37, Year Built: 2005, Status: Open, Structure Length: 29.55m (96.95ft), Average Daily Traffic: 29,000 (year 2009), Truck Traffic: 25%, Average Future Daily Traffic: 60,391 (year 2034), Design Load: HS 20+Mod, Features Intersected: ROUTE 29, CHABOT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.520, Lanes on structure: 6, Lanes under structure: 5, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 40.7m (133.5ft), Skew: 30 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 6, Length of Maximum Span: 58.6m (192.3ft), Curb-To-Curb Width: 40.7m (133.5ft), Out-to-Out Width: 42.1m (138.1ft)

Condition: Deck: Fair, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 54.0 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 12, Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 23 0219, Location: 04-SOL-037-R9.82-VAL (Lat: 38.142264, Lng: -122.251861), Route carried "on" structure: State highway 37, Year Built: 2005, Status: Open, Structure Length: 14.10m (46.26ft), Average Daily Traffic: 29,000 (year 2009), Truck Traffic: 25%, Average Future Daily Traffic: 60,391 (year 2034), Design Load: HS 20+Mod, Features Intersected: UPRR, BROADWAY ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.820, Lanes on structure: 5, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 27.0m (88.6ft), Skew: 39 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 47.8m (156.8ft), Curb-To-Curb Width: 27.0m (88.6ft), Out-to-Out Width: 31.5m (103.3ft)

Condition: Deck: Fair, Superstructure: Very good, Substructure: Good, Operating Rating: 54.0 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 12, Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 23 022, Location: 04-SOL-037-R9.98-VAL (Lat: 38.142583, Lng: -122.249556), Route carried "on" structure: State highway 37, Year Built: 2005, Status: Open, Structure Length: 4.90m (16.08ft), Average Daily Traffic: 29,000 (year 2009), Truck Traffic: 25%, Average Future Daily Traffic: 60,391 (year 2034), Design Load: HS 20+Mod, Features Intersected: MINI DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.980, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 33.0m (108.3ft), Skew: 32 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 49.0m (160.8ft), Curb-To-Curb Width: 33.0m (108.3ft), Out-to-Out Width: 36.6m (120.1ft)

Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 54.0 metric tons, Inventory Rating: 32.4 metric tons, 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 24 months, Inspection Date: January 12, Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 23 0221G, Location: 04-SOL-029-4.83-VAL (Lat: 38.140722, Lng: -122.254611), Route carried "on" structure: Ramp State highway 29, Year Built: 2005, Status: Open, Structure Length: 8.86m (29.07ft), Average Daily Traffic: 8,000 (year 2000), Truck Traffic: 5%, Average Future Daily Traffic: 10,304 (year 2029), Design Load: HS 20+Mod, Features Intersected: CHABOT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.830, Lanes on structure: 1, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 7.2m (23.6ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.3m (119.1ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Poor, Superstructure: Very good, Substructure: Good, Channel: Excellent, Operating Rating: 51.0 metric tons, Inventory Rating: 32.4 metric tons, 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 12, Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 23 0222F, Location: 04-SOL-037-R9.84-VAL (Lat: 38.142625, Lng: -122.251889), Route carried "on" structure: Ramp State highway 37, Year Built: 2005, Status: Open, Structure Length: 13.06m (42.85ft), Average Daily Traffic: 10,000 (year 2000), Truck Traffic: 25%, Average Future Daily Traffic: 13,395 (year 2029), Design Load: HS 20+Mod, Features Intersected: UPRR, BROADWAY STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.840, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.8m (35.4ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 47.4m (155.5ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Fair, Superstructure: Very good, Substructure: Good, Operating Rating: 54.0 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 12, Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 23 0223F, Location: 04-SOL-029-4.92-VAL (Lat: 38.140694, Lng: -122.256444), Route carried "on" structure: Ramp State highway 29, Year Built: 2005, Status: Open, Structure Length: 30.50m (100.07ft), Average Daily Traffic: 8,000 (year 2000), Truck Traffic: 5%, Average Future Daily Traffic: 10,304 (year 2029), Design Load: HS 20+Mod, Features Intersected: CHABOT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.920, Lanes on structure: 1, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 7.2m (23.6ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 7, Length of Maximum Span: 45.7m (149.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Fair, Superstructure: Very good, Substructure: Good, Channel: Excellent, Operating Rating: 54.0 metric tons, Inventory Rating: 32.4 metric tons, 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 12, Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 23 0237, Location: 04-SOL-029-4.9-VAL (Lat: 38.140694, Lng: -122.255972), Route carried "on" structure: State highway 29, Year Built: 1960, Status: Open, Structure Length: 0.77m (2.53ft), Average Daily Traffic: 25,150 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 46,200 (year 2027), Features Intersected: CHABOT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.900, Lanes on structure: 5, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 26.5m (86.9ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.6m (8.5ft), Curb-To-Curb Width: 26.5m (86.9ft), Out-to-Out Width: 40.0m (131.2ft)

Condition: Channel: Excellent, Culverts: Very good, Operating Rating: 53.7 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 23 0238, Location: 04-SOL-037-8.91-VAL (Lat: 38.131000, Lng: -122.263514), Route carried "on" structure: State highway 37, Year Built: 2004, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 29,000 (year 2009), Truck Traffic: 25%, Average Future Daily Traffic: 60,391 (year 2034), Features Intersected: WHITE SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.910, Lanes on structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.2m (43.3ft), Skew: 30 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.0m (13.1ft)

Condition: Channel: Excellent, Culverts: Very good, Operating Rating: 53.7 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Equal 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 12

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Structure Number: 23C0109, Location: 0.1 MI S REDWOOD PKWY (Lat: 38.118889, Lng: -122.210833), Route carried "on" structure: City street E059, Year Built: 1987, Status: Open, Structure Length: 2.96m (9.71ft), Average Daily Traffic: 7,931 (year 2008), Truck Traffic: 1%, Average Future Daily Traffic: 10,546 (year 2029), Design Load: HS 20+Mod, Features Intersected: BLUE ROCK SPRINGS CREEK, Facility Carried by Structure: OAKWOOD AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), 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: 29.3m (96.1ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 21.7m (71.2ft)

Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 54.0 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 12, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 23C011, Location: 0.4 MI S REDWOOD PKWY (Lat: 38.118889, Lng: -122.203889), Route carried "on" structure: City street , Year Built: 1987, Status: Open, Structure Length: 2.87m (9.42ft), Average Daily Traffic: 9,299 (year 2008), Truck Traffic: 1%, Average Future Daily Traffic: 15,820 (year 2030), Design Load: HS 20+Mod, Features Intersected: BLUE ROCK SPRINGS CREEK, Facility Carried by Structure: ASCOT PKWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Skew: 29 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.3m (92.8ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 18.0m (59.1ft), Out-to-Out Width: 25.1m (82.3ft)

Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.0 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 12, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 23C0152, Location: BTWN ILLINOIS FARRAGUT ST (Lat: 38.111944, Lng: -122.257778), Route carried "on" structure: City street E037, Year Built: 1950, Status: Open, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 8,792 (year 2008), Truck Traffic: 4%, Average Future Daily Traffic: 13,000 (year 2030), Features Intersected: US NAVY RR, Facility Carried by Structure: SACRAMENTO ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, 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: 15.8m (51.8ft), Out-to-Out Width: 19.0m (62.3ft)

Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 54.0 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 3.44m (11.29ft), Designated Inspection Frequency: Every 48 months, Inspection Date: March 12, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 23C0248, Location: 1 MILE WEST OF SR 29 (Lat: 38.110556, Lng: -122.274722), Route carried "on" structure: City street , Year Built: 1934, Year Reconstructed: 1980, Status: Open, Structure Length: 61.20m (200.79ft), Average Daily Traffic: 5,743 (year 2008), Truck Traffic: 10%, Average Future Daily Traffic: 10,000 (year 2030), Features Intersected: NAPA RIVER, Facility Carried by Structure: G STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.0m (29.5ft), Navigation Control: Yes ( Vertical Clearance: 30.5m (100.1ft), Horizontal Clearance: 42.7m (140.1ft)), Material/Design: Steel, Design/Construction: Movable - Lift, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 54, Length of Maximum Span: 50.3m (165.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.4m (7.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Channel: Very good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 61.20m (200.79ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 12, Critical Feature Inspection Date: October 10, Underwater Inspection Date: May 11, Bridge Improvement Cost: $7,000,000, Roadway Improvement Cost: $1,400,000, Total Project Cost: $11,760,000 ( Estimate for 2010), Deck Structure Type: Open Grating

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Structure Number: 23C0258, Location: 1 MILE S. OF HWY 37 (Lat: 38.109056, Lng: -122.279028), Route carried "on" structure: City street , Year Built: 1934, Status: Temporarily open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 2,935 (year 2008), Truck Traffic: 10%, Average Future Daily Traffic: 2,619 (year 2034), Features Intersected: MARE ISLAND, Facility Carried by Structure: G STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.0m (29.5ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.9m (16.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Good, Superstructure: Serious, Substructure: Good, Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.46m (4.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 12, Bridge Improvement Cost: $312,000, Roadway Improvement Cost: $62,000, Total Project Cost: $525,000 ( Estimate for 2010), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 23C0259, Location: 0.3 MI S LANDMARK DRIVE (Lat: 38.137656, Lng: -122.169522), Route carried "on" structure: Spur City street , Year Built: 2006, Status: Open, Structure Length: 2.58m (8.46ft), Average Daily Traffic: 50 (year 2008), Average Future Daily Traffic: 200 (year 2030), Design Load: HS 20+Mod, Features Intersected: SEASONAL STREAM, Facility Carried by Structure: ALDER CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.1m (82.3ft), Curb or Sidewalk Widths: Left: 2.9m (9.5ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 54.0 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 23C026, Location: 0.1 MI E OF HIDDENBROOKE (Lat: 38.154814, Lng: -122.179506), Route carried "on" structure: Spur City street , Year Built: 2002, Status: Open, Structure Length: 2.06m (6.76ft), Average Daily Traffic: 300 (year 2008), Truck Traffic: 2%, Average Future Daily Traffic: 500 (year 2030), Design Load: HS 20, Features Intersected: SULFER SPRINGS CREEK, Facility Carried by Structure: COUNTRY CLUB DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.7m (28.5ft), Skew: 3 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.0m (65.6ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 75.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 52.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 12, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: 23C0261, Location: JUST E OF HIDDENBROOKE (Lat: 38.154856, Lng: -122.180483), Route carried "on" structure: Spur City street , Year Built: 2002, Status: Open, Structure Length: 1.45m (4.76ft), Average Daily Traffic: 100 (year 2008), Truck Traffic: 1%, Average Future Daily Traffic: 200 (year 2030), Design Load: HS 20, Features Intersected: SEASONAL CREEK, Facility Carried by Structure: ASHWELL WAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.5m (24.6ft), Skew: 2 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 60.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 43.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 12, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: 28 0352L, Location: 04-CC-080-13.8-VAL (Lat: 38.060944, Lng: -122.226472), Route carried "on" structure: Interstate 80, Year Built: 2003, Status: Open, Structure Length: 105.60m (346.46ft), Average Daily Traffic: 56,500 (year 2004), Truck Traffic: 7%, Average Future Daily Traffic: 93,149 (year 2029), Design Load: HS 20+Mod, Features Intersected: CARQUINEZ STRAITS, RR
Minimum Vertical Clearance: 16.00m (52.49ft), Kilometerpoint: 13.800, Lanes on structure: 4, Lanes under structure: 14, Base Highway Network: Yes (, Subroute: 1), Toll: Toll bridge, Owner: State Highway Agency, Approaching Roadway Width: 20.4m (66.9ft), Navigation Control: Yes ( Vertical Clearance: 40.5m (132.9ft), Horizontal Clearance: 298.8m (980.3ft)), Material/Design: Steel continuous, Design/Construction: Suspension, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 7, Length of Maximum Span: 728.0m (2,388.5ft), Curb or Sidewalk Widths: Left: 3.6m (11.8ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 20.4m (66.9ft), Out-to-Out Width: 29.1m (95.5ft)

Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 54.1 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 11, Critical Feature Inspection Date: March 11, Underwater Inspection Date: November 2008, Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 28 0367L, Location: 04-CC-080-13.62-VAL (Lat: 38.054250, Lng: -122.226444), Route carried "on" structure: Interstate 80, Year Built: 2003, Status: Open, Structure Length: 49.70m (163.06ft), Average Daily Traffic: 55,500 (year 2003), Truck Traffic: 7%, Average Future Daily Traffic: 114,632 (year 2029), Design Load: HS 20+Mod, Features Intersected: SAN PABLO, ETC., UP RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.620, Lanes on structure: 4, Lanes under structure: 8, Base Highway Network: Yes (, Subroute: 1), Toll: Toll bridge, Owner: State Highway Agency, Approaching Roadway Width: 20.4m (66.9ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 7, Number Of Approach Spans: 1, Length of Maximum Span: 75.0m (246.1ft), Curb-To-Curb Width: 20.4m (66.9ft), Out-to-Out Width: 21.5m (70.5ft)

Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 54.1 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: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 11, Critical Feature Inspection Date: December 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 28 0370K, Location: 04-CC-080-13.76-VAL (Lat: 38.054583, Lng: -122.226806), Route carried "on" structure: Ramp Interstate 80, Year Built: 2003, Status: Open, Structure Length: 17.33m (56.86ft), Average Daily Traffic: 1 (year 2003), Truck Traffic: 3%, Average Future Daily Traffic: 2 (year 2029), Design Load: HS 20+Mod, Features Intersected: DOWRELIO DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.760, Lanes on structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.6m (21.7ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 1, Length of Maximum Span: 41.0m (134.5ft), Curb or Sidewalk Widths: Left: 3.6m (11.8ft), Right: 0.0m, Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 53.1 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 23 0066, Location: 04-SOL-080-1.78-VAL (Lat: 38.085278, Lng: -122.232917), Route carried "under" structure: Interstate 80, Year Built: 1956, Structure Length: 8.37m (27.46ft), Average Daily Traffic: 145,000 (year 2009), Truck Traffic: 5%, Features Intersected: INTERSTATE 80 & RAMPS, Facility Carried by Structure: MAGAZINE STREET
Minimum Vertical Clearance: 4.64m (15.22ft), Kilometerpoint: 0.178, Lanes on structure: 2, Lanes under structure: 7, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.1m (79.1ft)

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Structure Number: 23 0081, Location: 04-SOL-080-5.63-VAL (Lat: 38.138944, Lng: -122.220167), Route carried "under" structure: Ramp State highway 37, Year Built: 1944, Structure Length: 3.07m (10.07ft), Average Daily Traffic: 9,000 (year 2005), Truck Traffic: 2%, Features Intersected: E37 - COLUMBUS PARKWAY, Facility Carried by Structure: INTERSTATE 80
Minimum Vertical Clearance: 4.44m (14.57ft), Kilometerpoint: 1.155, Lanes on structure: 9, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Slab, Length of Maximum Span: 10.7m (35.1ft)

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Structure Number: 23 0087, Location: 04-SOL-080-1.14-VAL (Lat: 38.076444, Lng: -122.232000), Route carried "under" structure: State highway 29, Year Built: 1948, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 4,650 (year 2003), Truck Traffic: 5%, Features Intersected: E80-N29 CONNECTOR RAMP, Facility Carried by Structure: INTERSTATE 80
Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 0.001, Lanes on structure: 6, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 18.4m (60.4ft)

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Structure Number: 23 0089, Location: 04-SOL-080-3.23-VAL (Lat: 38.105861, Lng: -122.229694), Route carried "under" structure: Interstate 80, Year Built: 1958, Structure Length: 6.61m (21.69ft), Average Daily Traffic: 145,000 (year 2009), Truck Traffic: 5%, Features Intersected: INTERSTATE 80 & RAMPS, Facility Carried by Structure: SPRINGS ROAD
Minimum Vertical Clearance: 0.45m (1.48ft), Kilometerpoint: 0.323, Lanes on structure: 4, Lanes under structure: 8, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Length of Maximum Span: 22.9m (75.1ft)

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Structure Number: 23 0094L, Location: 04-SOL-037-R11.22-VAL (Lat: 38.141500, Lng: -122.227625), Route carried "under" structure: City street , Year Built: 1979, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 3,770 (year 1998), Truck Traffic: 5%, Features Intersected: SAGE ST, Facility Carried by Structure: STATE ROUTE 37 WB
Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 29.3m (96.1ft)

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Structure Number: 23 0094R, Location: 04-SOL-037-R11.22-VAL (Lat: 38.141264, Lng: -122.227694), Route carried "under" structure: City street , Year Built: 1979, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 3,770 (year 1997), Truck Traffic: 5%, Features Intersected: SAGE ST, Facility Carried by Structure: STATE ROUTE 37 EB
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 32.6m (107.0ft)