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

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Structure Number: 33 0272K,  Location: 04-ALA-880-7.3-NWK (Lat: 37.530833,  Lng: -122.004722),  Route carried "on" structure: Interstate 880,  Year Built: 1994,  Status: Open,  Structure Length: 3.07m (10.07ft),  Average Daily Traffic: 21,375 (year 2000),  Truck Traffic: 11%,  Average Future Daily Traffic: 26,830 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: HETCH HETCHY AQUEDUCT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.300,  Lanes on structure: 1,  Base Highway Network: Yes (Inventory Route: 8,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 8.0m (26.2ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 6.0m (19.7ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Good,  Superstructure: 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: High priority of replacement,  Approach Roadway Alignment: Superior to present desirable criteria,  Inspection Date: April 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0508,  Location: 04-ALA-084-R3.75-NWK (Lat: 37.540000,  Lng: -122.066667),  Route carried "on" structure: City street A109,  Year Built: 1983,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 6.83m (22.41ft),  Average Daily Traffic: 29,535 (year 2002),  Truck Traffic: 2%,  Average Future Daily Traffic: 38,895 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: SR 84,  Facility Carried by Structure: THORNTON AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.1m (111.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 23.7m (77.8ft)

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: October 2009,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 33 0509L,  Location: 04-ALA-084-R4.66-NWK (Lat: 37.550000,  Lng: -122.055000),  Route carried "on" structure: State highway 84,  Year Built: 1983,  Status: Open,  Structure Length: 5.61m (18.41ft),  Average Daily Traffic: 37,500 (year 1999),  Truck Traffic: 4%,  Average Future Daily Traffic: 48,223 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: UP RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.660,  Lanes on structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 14.9m (48.9ft),  Out-to-Out Width: 16.0m (52.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 53.5 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: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 5.61m (18.41ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $898,000,  Roadway Improvement Cost: $179,000,  Total Project Cost: $1,508,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0509R,  Location: 04-ALA-084-R4.66-NWK (Lat: 37.550000,  Lng: -122.055000),  Route carried "on" structure: State highway 84,  Year Built: 1983,  Status: Open,  Structure Length: 5.61m (18.41ft),  Average Daily Traffic: 37,500 (year 1999),  Truck Traffic: 4%,  Average Future Daily Traffic: 48,223 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: UP RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.660,  Lanes on structure: 3,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 53.5 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: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 5.61m (18.41ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $726,000,  Roadway Improvement Cost: $145,000,  Total Project Cost: $1,219,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0510L,  Location: 04-ALA-084-R4.88-NWK (Lat: 37.551667,  Lng: -122.051667),  Route carried "on" structure: State highway 84,  Year Built: 1983,  Status: Open,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 37,500 (year 1999),  Truck Traffic: 4%,  Average Future Daily Traffic: 48,223 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: NEWARK BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.880,  Lanes on structure: 3,  Lanes under structure: 7,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 5.79m (19.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2009,  Bridge Improvement Cost: $752,000,  Roadway Improvement Cost: $150,000,  Total Project Cost: $1,263,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0510R,  Location: 04-ALA-084-R4.88-NWK (Lat: 37.551667,  Lng: -122.051667),  Route carried "on" structure: State highway 84,  Year Built: 1983,  Status: Open,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 37,500 (year 1999),  Truck Traffic: 4%,  Average Future Daily Traffic: 48,223 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: NEWARK BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.880,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 5.79m (19.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2009,  Bridge Improvement Cost: $754,000,  Roadway Improvement Cost: $150,000,  Total Project Cost: $1,266,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0511,  Location: 04-ALA-084-R5.39-NWK (Lat: 37.556667,  Lng: -122.045000),  Route carried "on" structure: City street ,  Year Built: 1983,  Status: Open,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 4,500 (year 1998),  Average Future Daily Traffic: 6,286 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: ROUTE 84,  Facility Carried by Structure: LAKE BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.0m (82.0ft),  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: 15.8m (51.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 53.5 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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33C0137,  Location: 0.3 MI N CENTRAL AVE (Lat: 37.535000,  Lng: -122.025833),  Route carried "on" structure: City street A036,  Year Built: 1975,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 15,296 (year 1981),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,617 (year 2028),  Design Load: HS 20,  Features Intersected: UP RR & AMTRAK,  Facility Carried by Structure: NEWARK BLVD
Minimum Vertical Clearance: 7.01m (23.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.9m (62.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 23.5m (77.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.3 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: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2006,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0508,  Location: 04-ALA-084-R3.75-NWK (Lat: 37.540000,  Lng: -122.066667),  Route carried "under" structure: State highway 84,  Year Built: 1983,  Structure Length: 6.83m (22.41ft),  Average Daily Traffic: 73,000 (year 1999),  Truck Traffic: 6%,  Features Intersected: SR 84,  Facility Carried by Structure: THORNTON AVE
Minimum Vertical Clearance: 4.92m (16.14ft),  Kilometerpoint: 0.375,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 34.1m (111.9ft)

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Structure Number: 33 0510L,  Location: 04-ALA-084-R4.88-NWK (Lat: 37.551667,  Lng: -122.051667),  Route carried "under" structure: City street A036,  Year Built: 1983,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 20,000 (year 1998),  Truck Traffic: 5%,  Features Intersected: NEWARK BLVD,  Facility Carried by Structure: STATE ROUTE 84 WB
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 7,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 38.1m (125.0ft)

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Structure Number: 33 0510R,  Location: 04-ALA-084-R4.88-NWK (Lat: 37.551667,  Lng: -122.051667),  Route carried "under" structure: City street A036,  Year Built: 1983,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 200,005 (year 1998),  Truck Traffic: 5%,  Features Intersected: NEWARK BLVD,  Facility Carried by Structure: STATE ROUTE 84 EB
Minimum Vertical Clearance: 0.49m (1.61ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 38.1m (125.0ft)

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Structure Number: 33 0511,  Location: 04-ALA-084-R5.39-NWK (Lat: 37.556667,  Lng: -122.045000),  Route carried "under" structure: State highway 84,  Year Built: 1983,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 75,000 (year 1999),  Truck Traffic: 4%,  Features Intersected: ROUTE 84,  Facility Carried by Structure: LAKE BLVD
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 0.539,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 25.0m (82.0ft)