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

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Structure Number: 33 0051L,  Location: 04-ALA-080-7.2-ALB (Lat: 37.888306,  Lng: -122.309167),  Route carried "on" structure: Interstate 80,  Year Built: 1960,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 64.37m (211.19ft),  Average Daily Traffic: 129,500 (year 1998),  Truck Traffic: 9%,  Average Future Daily Traffic: 139,104 (year 2029),  Design Load: HS 20,  Features Intersected: UP,BNSF,AMTRAK,E80-W580
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.200,  Lanes on structure: 6,  Lanes under structure: 19,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 31,  Number Of Approach Spans: 2,  Length of Maximum Span: 38.4m (126.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Fair,  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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 64.37m (211.19ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 48 months,  Inspection Date: April 2007,  Other Special Inspection Date: January 2006,  Bridge Improvement Cost: $10,814,000,  Roadway Improvement Cost: $1,081,000,  Total Project Cost: $16,221,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Bituminous

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Structure Number: 33 0051R,  Location: 04-ALA-080-7.2-ALB (Lat: 37.887167,  Lng: -122.308611),  Route carried "on" structure: Interstate 80,  Year Built: 1999,  Status: Open,  Structure Length: 64.30m (210.96ft),  Average Daily Traffic: 129,500 (year 1998),  Truck Traffic: 9%,  Average Future Daily Traffic: 139,104 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: UP RR,BNSF,AMTRAK,I 580
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.200,  Lanes on structure: 4,  Lanes under structure: 8,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 17,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.8m (71.5ft)

Condition: Deck: Fair,  Superstructure: Very 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: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0156,  Location: 04-ALA-580-48.04-ALB (Lat: 37.897069,  Lng: -122.311311),  Route carried "on" structure: Interstate 580,  Year Built: 1991,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 94,000 (year 1999),  Truck Traffic: 15%,  Average Future Daily Traffic: 146,607 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: CERRITO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 48.040,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 32.9m (107.9ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 38.0m (124.7ft),  Out-to-Out Width: 43.8m (143.7ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Very 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: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 33C0184,  Location: NEAR I-80 (Lat: 37.887778,  Lng: -122.307778),  Route carried "on" structure: City street A013,  Year Built: 1963,  Status: Open,  Structure Length: 13.81m (45.31ft),  Average Daily Traffic: 10,629 (year 1977),  Truck Traffic: 5%,  Average Future Daily Traffic: 26,106 (year 2028),  Design Load: HS 20,  Features Intersected: UP RR, BNSF RY, & AMTRAK,  Facility Carried by Structure: BUCHANAN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 10,  Number Of Approach Spans: 5,  Length of Maximum Span: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Good,  Operating Rating: 45.3 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 13.81m (45.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Bridge Improvement Cost: $3,331,000,  Roadway Improvement Cost: $333,000,  Total Project Cost: $4,996,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 33 0051L,  Location: 04-ALA-080-7.2-ALB (Lat: 37.888306,  Lng: -122.309167),  Route carried "under" structure: Interstate 580,  Year Built: 1960,  Structure Length: 64.37m (211.19ft),  Average Daily Traffic: 41,550 (year 1997),  Truck Traffic: 2%,  Features Intersected: UP,BNSF,AMTRAK,E80-W580,  Facility Carried by Structure: INTERSTATE 80 WB
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 4.734,  Lanes on structure: 6,  Lanes under structure: 11,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 38.4m (126.0ft)

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Structure Number: 33 0051L,  Location: 04-ALA-080-7.2-ALB (Lat: 37.888306,  Lng: -122.309167),  Route carried "under" structure: City street ,  Year Built: 1960,  Structure Length: 64.37m (211.19ft),  Average Daily Traffic: 1,000 (year 1998),  Truck Traffic: 1%,  Features Intersected: UP,BNSF,AMTRAK,E80-W580,  Facility Carried by Structure: INTERSTATE 80 WB
Minimum Vertical Clearance: 6.27m (20.57ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 38.4m (126.0ft)

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Structure Number: 33 0051L,  Location: 04-ALA-080-7.2-ALB (Lat: 37.888306,  Lng: -122.309167),  Route carried "under" structure: City street A013,  Year Built: 1960,  Structure Length: 64.37m (211.19ft),  Average Daily Traffic: 500 (year 1998),  Truck Traffic: 1%,  Features Intersected: UP,BNSF,AMTRAK,E80-W580,  Facility Carried by Structure: INTERSTATE 80 WB
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 38.4m (126.0ft)

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Structure Number: 33 0051R,  Location: 04-ALA-080-7.2-ALB (Lat: 37.887167,  Lng: -122.308611),  Route carried "under" structure: Ramp Interstate 580,  Year Built: 1999,  Structure Length: 64.30m (210.96ft),  Average Daily Traffic: 82,000 (year 1997),  Truck Traffic: 1%,  Features Intersected: UP RR,BNSF,AMTRAK,I 580,  Facility Carried by Structure: I 80 EB
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 0.473,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 42.7m (140.1ft)

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Structure Number: 33 0051R,  Location: 04-ALA-080-7.2-ALB (Lat: 37.887167,  Lng: -122.308611),  Route carried "under" structure: City street ,  Year Built: 1999,  Structure Length: 64.30m (210.96ft),  Average Daily Traffic: 500 (year 2000),  Truck Traffic: 1%,  Features Intersected: UP RR,BNSF,AMTRAK,I 580,  Facility Carried by Structure: I 80 EB
Minimum Vertical Clearance: 8.53m (27.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 42.7m (140.1ft)

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Structure Number: 33 0051R,  Location: 04-ALA-080-7.2-ALB (Lat: 37.887167,  Lng: -122.308611),  Route carried "under" structure: City street ,  Year Built: 1999,  Structure Length: 64.30m (210.96ft),  Average Daily Traffic: 500 (year 2000),  Truck Traffic: 1%,  Features Intersected: UP RR,BNSF,AMTRAK,I 580,  Facility Carried by Structure: I 80 EB
Minimum Vertical Clearance: 7.47m (24.51ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 42.7m (140.1ft)

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Structure Number: 33 0051R,  Location: 04-ALA-080-7.2-ALB (Lat: 37.887167,  Lng: -122.308611),  Route carried "under" structure: Ramp Interstate 580,  Year Built: 1999,  Structure Length: 64.30m (210.96ft),  Average Daily Traffic: 4,100 (year 1996),  Truck Traffic: 1%,  Features Intersected: UP RR,BNSF,AMTRAK,I 580,  Facility Carried by Structure: I 80 EB
Minimum Vertical Clearance: 5.69m (18.67ft),  Kilometerpoint: 4.753,  Lanes on structure: 4,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 42.7m (140.1ft)

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Structure Number: 33C0184,  Location: NEAR I-80 (Lat: 37.887778,  Lng: -122.307778),  Route carried "under" structure: City street ,  Year Built: 1963,  Structure Length: 13.81m (45.31ft),  Average Daily Traffic: 10,629 (year 1998),  Truck Traffic: 1%,  Features Intersected: UP RR, BNSF RY, & AMTRAK,  Facility Carried by Structure: BUCHANAN ST
Minimum Vertical Clearance: 4.59m (15.06ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 33C0258,  Location: 0.3 MI E/O SAN PABLO AVE (Lat: 37.890833,  Lng: -122.293333),  Route carried "under" structure: City street A372,  Year Built: 1968,  Structure Length: 2.80m (9.19ft),  Average Daily Traffic: 19,700 (year 1997),  Truck Traffic: 2%,  Features Intersected: SOLANO AVE,  Facility Carried by Structure: BARTD (R3002)
Minimum Vertical Clearance: 4.83m (15.85ft),  Kilometerpoint: 0.000,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 27.1m (88.9ft)

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Structure Number: 33C0259,  Location: 0.3 MI E/O SAN PABLO AVE (Lat: 37.887778,  Lng: -122.292500),  Route carried "under" structure: City street A387,  Year Built: 1968,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 20,604 (year 1999),  Truck Traffic: 2%,  Features Intersected: MARIN AVE,  Facility Carried by Structure: BARTD (R3002)
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 0.000,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 31.4m (103.0ft)