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

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Structure Number: 33 0348R,  Location: 04-ALA-013-4.32-OAK (Lat: 37.784694,  Lng: -122.178075),  Route carried "under" structure: City street ,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 6,000 (year 2009),  Truck Traffic: 1%,  Features Intersected: CALAVERAS AVE,  Facility Carried by Structure: STATE ROUTE 13 NB
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 17.1m (56.1ft)

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Structure Number: 33 0349L,  Location: 04-ALA-980-1.64-OAK (Lat: 37.818692,  Lng: -122.269989),  Route carried "on" structure: Interstate 980,  Year Built: 1969,  Status: Open,  Structure Length: 3.72m (12.20ft),  Average Daily Traffic: 57,500 (year 2009),  Truck Traffic: 3%,  Average Future Daily Traffic: 59,150 (year 2033),  Design Load: HS 20,  Features Intersected: 29TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.164,  Lanes on structure: 10,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 9,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 491.0m (1,610.9ft),  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-To-Curb Width: 49.1m (161.1ft),  Out-to-Out Width: 50.3m (165.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 37.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 28.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2016,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0349R,  Location: 04-ALA-980-1.64-OAK (Lat: 37.818550,  Lng: -122.269367),  Route carried "on" structure: Interstate 980,  Year Built: 1969,  Status: Open,  Structure Length: 3.72m (12.20ft),  Average Daily Traffic: 57,500 (year 2009),  Truck Traffic: 3%,  Average Future Daily Traffic: 59,150 (year 2033),  Design Load: HS 20,  Features Intersected: 29TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.164,  Lanes on structure: 8,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 9,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 392.0m (1,286.1ft),  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-To-Curb Width: 39.2m (128.6ft),  Out-to-Out Width: 52.2m (171.3ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 31.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 2.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2016,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0350G,  Location: 04-ALA-980-1.68-OAK (Lat: 37.819217,  Lng: -122.269217),  Route carried "on" structure: Ramp Interstate 980,  Year Built: 1969,  Status: Open,  Structure Length: 3.72m (12.20ft),  Average Daily Traffic: 54,000 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 56,672 (year 2033),  Design Load: HS 20,  Features Intersected: 30TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.168,  Lanes on structure: 3,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 146.0m (479.0ft),  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-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 5.8 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: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2016,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0350H,  Location: 04-ALA-580-45.22-OAK (Lat: 37.819689,  Lng: -122.270111),  Route carried "on" structure: Ramp Interstate 580,  Year Built: 1969,  Status: Open,  Structure Length: 3.72m (12.20ft),  Average Daily Traffic: 67,400 (year 2009),  Truck Traffic: 2%,  Average Future Daily Traffic: 71,242 (year 2034),  Design Load: HS 20,  Features Intersected: 30TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.522,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 146.0m (479.0ft),  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-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 5.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 3.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: August 2016,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0350H,  Location: 04-ALA-580-45.22-OAK (Lat: 37.819689,  Lng: -122.270111),  Route carried "under" structure: City street ,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 800 (year 2005),  Truck Traffic: 1%,  Features Intersected: 30TH STREET,  Facility Carried by Structure: RAMP/CONNECTOR 580
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 18.9m (62.0ft)

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Structure Number: 33 0350L,  Location: 04-ALA-980-1.68-OAK (Lat: 37.819306,  Lng: -122.269825),  Route carried "on" structure: Interstate 980,  Year Built: 1969,  Status: Open,  Structure Length: 3.72m (12.20ft),  Average Daily Traffic: 57,500 (year 2012),  Truck Traffic: 3%,  Average Future Daily Traffic: 59,150 (year 2034),  Design Load: HS 20,  Features Intersected: 30TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.168,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 9,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 128.0m (419.9ft),  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-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 3.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 26.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: May 2016,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0350R,  Location: 04-ALA-980-1.68-OAK (Lat: 37.819247,  Lng: -122.269431),  Route carried "on" structure: Interstate 980,  Year Built: 1969,  Status: Open,  Structure Length: 3.72m (12.20ft),  Average Daily Traffic: 57,500 (year 2012),  Truck Traffic: 3%,  Average Future Daily Traffic: 59,150 (year 2034),  Design Load: HS 20,  Features Intersected: 30TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.168,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 9,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 168.0m (551.2ft),  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-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 3.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 26.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: May 2016,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0353,  Location: 04-ALA-580-R36.76-OAK (Lat: 37.758603,  Lng: -122.148275),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 9.45m (31.00ft),  Average Daily Traffic: 3,800 (year 2009),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,380 (year 2037),  Design Load: HS 20,  Features Intersected: INTERSTATE 580,  Facility Carried by Structure: OAK KNOLL BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 98.0m (321.5ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 1,  Length of Maximum Span: 23.2m (76.1ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.0m,  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 50.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 39.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2017,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0353,  Location: 04-ALA-580-R36.76-OAK (Lat: 37.758603,  Lng: -122.148275),  Route carried "under" structure: Interstate 580,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 153,000 (year 2009),  Truck Traffic: 5%,  Features Intersected: INTERSTATE 580,  Facility Carried by Structure: OAK KNOLL BLVD
Minimum Vertical Clearance: 0.77m (2.53ft),  Kilometerpoint: 3.676,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 23.2m (76.1ft)

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Structure Number: 33 0354,  Location: 04-ALA-580-R36.34-OAK (Lat: 37.753389,  Lng: -122.151181),  Route carried "on" structure: Interstate 580,  Year Built: 1965,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 151,000 (year 2009),  Average Future Daily Traffic: 236,475 (year 2037),  Design Load: HS 20,  Features Intersected: GOLF LINKS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.634,  Lanes on structure: 8,  Lanes under structure: 3,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 421.0m (1,381.2ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 41.5m (136.2ft),  Out-to-Out Width: 42.7m (140.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 50.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 39.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: 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: September 2017,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0354,  Location: 04-ALA-580-R36.34-OAK (Lat: 37.753389,  Lng: -122.151181),  Route carried "under" structure: City street ,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 1,500 (year 2009),  Truck Traffic: 3%,  Features Intersected: GOLF LINKS ROAD,  Facility Carried by Structure: INTERSTATE 580
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 3,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 33 0355,  Location: 04-ALA-580-R35.71-OAK (Lat: 37.745047,  Lng: -122.148425),  Route carried "on" structure: Interstate 580,  Year Built: 1965,  Status: Open,  Structure Length: 5.91m (19.39ft),  Average Daily Traffic: 140,000 (year 2009),  Average Future Daily Traffic: 210,052 (year 2037),  Design Load: HS 20,  Features Intersected: 106TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.571,  Lanes on structure: 8,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 421.0m (1,381.2ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 41.5m (136.2ft),  Out-to-Out Width: 42.9m (140.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 47.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 36.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: September 2017,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0357,  Location: 04-ALA-980-1.95-OAK (Lat: 37.823089,  Lng: -122.269039),  Route carried "on" structure: City street ,  Year Built: 1969,  Status: Open,  Structure Length: 7.47m (24.51ft),  Average Daily Traffic: 2,900 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,081 (year 2033),  Design Load: HS 20,  Features Intersected: INTERSTATE 980,  Facility Carried by Structure: 34TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.1m (88.9ft),  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: Good,  Substructure: Good,  Operating Rating: 3.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 2.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: 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 24 months,  Inspection Date: May 2016,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0357,  Location: 04-ALA-980-1.95-OAK (Lat: 37.823089,  Lng: -122.269039),  Route carried "under" structure: Interstate 980,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 115,000 (year 2009),  Truck Traffic: 3%,  Features Intersected: INTERSTATE 980,  Facility Carried by Structure: 34TH ST
Minimum Vertical Clearance: 4.64m (15.22ft),  Kilometerpoint: 0.195,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 27.1m (88.9ft)

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Structure Number: 33 0358L,  Location: 04-ALA-024-R2.02-OAK (Lat: 37.826744,  Lng: -122.267789),  Route carried "on" structure: State highway 24,  Year Built: 1969,  Status: Open,  Structure Length: 5.09m (16.70ft),  Average Daily Traffic: 75,500 (year 2009),  Truck Traffic: 3%,  Average Future Daily Traffic: 95,621 (year 2036),  Design Load: HS 20,  Features Intersected: MAC ARTHUR BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.202,  Lanes on structure: 5,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 232.0m (761.2ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 23.9m (78.4ft),  Out-to-Out Width: 24.7m (81.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 49.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 38.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: 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 48 months,  Inspection Date: January 2018,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0358L,  Location: 04-ALA-024-R2.02-OAK (Lat: 37.826744,  Lng: -122.267789),  Route carried "under" structure: City street ,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 10,800 (year 1999),  Truck Traffic: 5%,  Features Intersected: MAC ARTHUR BLVD,  Facility Carried by Structure: STATE ROUTE 24 WB
Minimum Vertical Clearance: 0.47m (1.54ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 17.1m (56.1ft)

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Structure Number: 33 0358R,  Location: 04-ALA-024-R2.02-OAK (Lat: 37.826678,  Lng: -122.267183),  Route carried "on" structure: State highway 24,  Year Built: 1969,  Status: Open,  Structure Length: 5.04m (16.54ft),  Average Daily Traffic: 75,500 (year 2009),  Truck Traffic: 3%,  Average Future Daily Traffic: 95,621 (year 2036),  Design Load: HS 20,  Features Intersected: MAC ARTHUR BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.202,  Lanes on structure: 5,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 195.0m (639.8ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 20.4m (66.9ft),  Out-to-Out Width: 2.1m (6.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 40.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2018,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0358R,  Location: 04-ALA-024-R2.02-OAK (Lat: 37.826678,  Lng: -122.267183),  Route carried "under" structure: City street ,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 10,800 (year 1999),  Truck Traffic: 5%,  Features Intersected: MAC ARTHUR BLVD,  Facility Carried by Structure: STATE ROUTE 24 EB
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 17.1m (56.1ft)

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Structure Number: 33 0359K,  Location: 04-ALA-024-R2.20-OAK (Lat: 37.829433,  Lng: -122.267700),  Route carried "on" structure: Bypass State highway 24,  Year Built: 1970,  Status: Open,  Structure Length: 5.15m (16.90ft),  Average Daily Traffic: 8,600 (year 1998),  Truck Traffic: 2%,  Average Future Daily Traffic: 10,547 (year 2037),  Design Load: HS 20,  Features Intersected: 40TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.022,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 1.1m (3.6ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 1.1m (3.6ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 3.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 25.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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 2018,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0359K,  Location: 04-ALA-024-R2.20-OAK (Lat: 37.829433,  Lng: -122.267700),  Route carried "under" structure: City street ,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 8,600 (year 1998),  Truck Traffic: 5%,  Features Intersected: 40TH STREET,  Facility Carried by Structure: MLK JR-W24 ON RAMP
Minimum Vertical Clearance: 0.48m (1.57ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 16.8m (55.1ft)

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Structure Number: 33 0359L,  Location: 04-ALA-024-R2.20-OAK (Lat: 37.829347,  Lng: -122.267194),  Route carried "on" structure: State highway 24,  Year Built: 1970,  Status: Open,  Structure Length: 5.21m (17.09ft),  Average Daily Traffic: 75,500 (year 2009),  Truck Traffic: 3%,  Average Future Daily Traffic: 94,987 (year 2037),  Design Load: HS 20,  Features Intersected: 40TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.022,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 158.0m (518.4ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 33.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 25.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: 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 2018,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0359L,  Location: 04-ALA-024-R2.20-OAK (Lat: 37.829347,  Lng: -122.267194),  Route carried "under" structure: City street ,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 8,600 (year 1998),  Truck Traffic: 5%,  Features Intersected: 40TH STREET,  Facility Carried by Structure: STATE ROUTE 24 WB
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 16.8m (55.1ft)

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Structure Number: 33 0359R,  Location: 04-ALA-024-R2.20-OAK (Lat: 37.828817,  Lng: -122.266719),  Route carried "on" structure: State highway 24,  Year Built: 1970,  Status: Open,  Structure Length: 10.18m (33.40ft),  Average Daily Traffic: 75,500 (year 2009),  Truck Traffic: 3%,  Average Future Daily Traffic: 94,987 (year 2037),  Design Load: HS 20,  Features Intersected: 40TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.022,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 158.0m (518.4ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 25.6m (84.0ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 31.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 2.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2018,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0359R,  Location: 04-ALA-024-R2.20-OAK (Lat: 37.828817,  Lng: -122.266719),  Route carried "under" structure: City street ,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 8,600 (year 1998),  Truck Traffic: 5%,  Features Intersected: 40TH STREET,  Facility Carried by Structure: STATE ROUTE 24 EB
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 25.6m (84.0ft)

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Structure Number: 33 0359S,  Location: 04-ALA-024-R2.20-OAK (Lat: 37.828769,  Lng: -122.266364),  Route carried "on" structure: Bypass State highway 24,  Year Built: 1970,  Status: Open,  Structure Length: 10.03m (32.91ft),  Average Daily Traffic: 7,300 (year 1998),  Truck Traffic: 2%,  Average Future Daily Traffic: 8,439 (year 2037),  Design Load: HS 20,  Features Intersected: 40TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.022,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 116.0m (380.6ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 25.3m (83.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 25.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: 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 2018,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0359S,  Location: 04-ALA-024-R2.20-OAK (Lat: 37.828769,  Lng: -122.266364),  Route carried "under" structure: City street ,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 8,600 (year 1998),  Truck Traffic: 5%,  Features Intersected: 40TH STREET,  Facility Carried by Structure: E24-MLK JR OFFRAMP
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 25.3m (83.0ft)

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Structure Number: 33 0362,  Location: 04-ALA-024-R5.47-OAK (Lat: 37.850764,  Lng: -122.223481),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 7.92m (25.98ft),  Average Daily Traffic: 2,100 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,730 (year 2037),  Design Load: HS 20,  Features Intersected: STATE ROUTE 24,  Facility Carried by Structure: KAY OC
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.8m (9.2ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 41.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: Febuary 2018,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0362,  Location: 04-ALA-024-R5.47-OAK (Lat: 37.850764,  Lng: -122.223481),  Route carried "under" structure: State highway 24,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 149,000 (year 2009),  Truck Traffic: 2%,  Features Intersected: STATE ROUTE 24,  Facility Carried by Structure: KAY OC
Minimum Vertical Clearance: 0.49m (1.61ft),  Kilometerpoint: 0.547,  Lanes on structure: 2,  Lanes under structure: 10,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 2.8m (9.2ft)

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Structure Number: 33 0363K,  Location: 04-ALA-024-R2.33-OAK (Lat: 37.831194,  Lng: -122.267192),  Route carried "on" structure: Bypass State highway 24,  Year Built: 1970,  Status: Open,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 15,000 (year 1998),  Truck Traffic: 2%,  Average Future Daily Traffic: 17,402 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: 42ND STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.233,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 171.0m (561.0ft),  Skew: 30 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-To-Curb Width: 17.2m (56.4ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 26.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 20.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than 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: January 2018,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0363K,  Location: 04-ALA-024-R2.33-OAK (Lat: 37.831194,  Lng: -122.267192),  Route carried "under" structure: City street ,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 2,500 (year 1998),  Truck Traffic: 2%,  Features Intersected: 42ND STREET,  Facility Carried by Structure: MLK JR-W24 ON RAMP
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 18.9m (62.0ft)

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Structure Number: 33 0363L,  Location: 04-ALA-024-R2.33-OAK (Lat: 37.831131,  Lng: -122.266822),  Route carried "on" structure: State highway 24,  Year Built: 1970,  Status: Open,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 75,500 (year 2009),  Truck Traffic: 3%,  Average Future Daily Traffic: 94,987 (year 2037),  Design Load: HS 20,  Features Intersected: 42ND STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.233,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 278.0m (912.1ft),  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-To-Curb Width: 27.8m (91.2ft),  Out-to-Out Width: 28.4m (93.2ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 30.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 23.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2018,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0363L,  Location: 04-ALA-024-R2.33-OAK (Lat: 37.831131,  Lng: -122.266822),  Route carried "under" structure: City street ,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 2,500 (year 1998),  Truck Traffic: 2%,  Features Intersected: 42ND STREET,  Facility Carried by Structure: STATE ROUTE 24 WB
Minimum Vertical Clearance: 4.59m (15.06ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 18.9m (62.0ft)

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Structure Number: 33 0363R,  Location: 04-ALA-024-R2.33-OAK (Lat: 37.831028,  Lng: -122.266133),  Route carried "on" structure: State highway 24,  Year Built: 1970,  Status: Open,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 75,500 (year 2009),  Truck Traffic: 3%,  Average Future Daily Traffic: 94,987 (year 2037),  Design Load: HS 20,  Features Intersected: 42ND STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.233,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 256.0m (839.9ft),  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-To-Curb Width: 26.6m (87.3ft),  Out-to-Out Width: 27.2m (89.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 30.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 23.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2018,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0363R,  Location: 04-ALA-024-R2.33-OAK (Lat: 37.831028,  Lng: -122.266133),  Route carried "under" structure: City street ,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 2,500 (year 1998),  Truck Traffic: 2%,  Features Intersected: 42ND STREET,  Facility Carried by Structure: STATE ROUTE 24 EB
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 18.9m (62.0ft)

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Structure Number: 33 0363S,  Location: 04-ALA-024-R2.33-OAK (Lat: 37.830986,  Lng: -122.265858),  Route carried "on" structure: Bypass State highway 24,  Year Built: 1970,  Status: Open,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 21,300 (year 1998),  Truck Traffic: 2%,  Average Future Daily Traffic: 24,096 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: 42ND STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.233,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 165.0m (541.3ft),  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-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 28.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 2.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  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: January 2018,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0363S,  Location: 04-ALA-024-R2.33-OAK (Lat: 37.830986,  Lng: -122.265858),  Route carried "under" structure: City street ,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 2,500 (year 1998),  Truck Traffic: 2%,  Features Intersected: 42ND STREET,  Facility Carried by Structure: E24-MLK JR OFFRAMP
Minimum Vertical Clearance: 4.54m (14.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 18.9m (62.0ft)

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Structure Number: 33 0364K,  Location: 04-ALA-024-R2.47-OAK (Lat: 37.833278,  Lng: -122.266708),  Route carried "on" structure: Bypass State highway 24,  Year Built: 1970,  Status: Open,  Structure Length: 4.36m (14.30ft),  Average Daily Traffic: 15,000 (year 1998),  Truck Traffic: 2%,  Average Future Daily Traffic: 16,945 (year 2037),  Design Load: HS 20,  Features Intersected: 45TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.247,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 2.1m (6.9ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 18.7m (61.4ft),  Out-to-Out Width: 19.3m (63.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 3.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2018,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0364K,  Location: 04-ALA-024-R2.47-OAK (Lat: 37.833278,  Lng: -122.266708),  Route carried "under" structure: City street ,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 2,400 (year 1998),  Truck Traffic: 2%,  Features Intersected: 45TH STREET,  Facility Carried by Structure: 52ND-W24 ON RAMP
Minimum Vertical Clearance: 5.96m (19.55ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 33 0364L,  Location: 04-ALA-024-R2.47-OAK (Lat: 37.833169,  Lng: -122.266392),  Route carried "on" structure: State highway 24,  Year Built: 1970,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 75,500 (year 2009),  Truck Traffic: 3%,  Average Future Daily Traffic: 92,800 (year 2037),  Design Load: HS 20,  Features Intersected: 45TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.247,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 195.0m (639.8ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 20.4m (66.9ft),  Out-to-Out Width: 2.1m (6.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 35.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2018,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0364L,  Location: 04-ALA-024-R2.47-OAK (Lat: 37.833169,  Lng: -122.266392),  Route carried "under" structure: City street ,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 2,400 (year 1998),  Truck Traffic: 2%,  Features Intersected: 45TH STREET,  Facility Carried by Structure: STATE ROUTE 24 WB
Minimum Vertical Clearance: 10.16m (33.33ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 33 0364R,  Location: 04-ALA-024-R2.47-OAK (Lat: 37.833133,  Lng: -122.265783),  Route carried "on" structure: State highway 24,  Year Built: 1970,  Status: Open,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 75,500 (year 2009),  Truck Traffic: 3%,  Average Future Daily Traffic: 92,800 (year 2037),  Design Load: HS 20,  Features Intersected: 45TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.247,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 195.0m (639.8ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 20.4m (66.9ft),  Out-to-Out Width: 2.1m (6.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 39.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 30.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2018,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0364R,  Location: 04-ALA-024-R2.47-OAK (Lat: 37.833133,  Lng: -122.265783),  Route carried "under" structure: City street ,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 2,400 (year 1998),  Truck Traffic: 2%,  Features Intersected: 45TH STREET,  Facility Carried by Structure: STATE ROUTE 24 EB
Minimum Vertical Clearance: 6.27m (20.57ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 33 0364S,  Location: 04-ALA-024-R2.47-OAK (Lat: 37.833103,  Lng: -122.265522),  Route carried "on" structure: Ramp State highway 24,  Year Built: 1970,  Status: Open,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 21,300 (year 1998),  Truck Traffic: 2%,  Average Future Daily Traffic: 23,620 (year 2037),  Design Load: HS 20,  Features Intersected: 45TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.247,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 168.0m (551.2ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 41.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 32.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2018,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0364S,  Location: 04-ALA-024-R2.47-OAK (Lat: 37.833103,  Lng: -122.265522),  Route carried "under" structure: City street ,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 2,400 (year 1998),  Truck Traffic: 2%,  Features Intersected: 45TH STREET,  Facility Carried by Structure: E24-52ND ST OFF-RP
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 33 0365K,  Location: 04-ALA-024-R2.59-OAK (Lat: 37.835056,  Lng: -122.266281),  Route carried "on" structure: Ramp State highway 24,  Year Built: 1970,  Status: Open,  Structure Length: 4.79m (15.72ft),  Average Daily Traffic: 6,000 (year 1998),  Truck Traffic: 2%,  Average Future Daily Traffic: 6,676 (year 2037),  Design Load: HS 20,  Features Intersected: E24-ML KING JR OFF RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.259,  Lanes on structure: 2,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 1.1m (3.6ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 1.1m (3.6ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 34.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 26.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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 2018,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0365K,  Location: 04-ALA-024-R2.59-OAK (Lat: 37.835056,  Lng: -122.266281),  Route carried "under" structure: Ramp State highway 24,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 1999),  Truck Traffic: 2%,  Features Intersected: E24-ML KING JR OFF RAMP
Minimum Vertical Clearance: 0.97m (3.18ft),  Kilometerpoint: 0.259,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 16.8m (55.1ft)

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Structure Number: 33 0365L,  Location: 04-ALA-024-R2.59-OAK (Lat: 37.834956,  Lng: -122.266028),  Route carried "on" structure: State highway 24,  Year Built: 1970,  Status: Open,  Structure Length: 4.66m (15.29ft),  Average Daily Traffic: 75,500 (year 2009),  Truck Traffic: 3%,  Average Future Daily Traffic: 94,987 (year 2037),  Design Load: HS 20,  Features Intersected: E24-ML KING JR OFF RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.259,  Lanes on structure: 4,  Lanes under structure: 1,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 195.0m (639.8ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 20.4m (66.9ft),  Out-to-Out Width: 2.1m (6.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 28.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 22.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: 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 2018,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0365L,  Location: 04-ALA-024-R2.59-OAK (Lat: 37.834956,  Lng: -122.266028),  Route carried "under" structure: Ramp State highway 24,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 1999),  Truck Traffic: 2%,  Features Intersected: E24-ML KING JR OFF RAMP
Minimum Vertical Clearance: 0.89m (2.92ft),  Kilometerpoint: 0.259,  Lanes on structure: 4,  Lanes under structure: 1,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 15.2m (49.9ft)

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Structure Number: 33 0365R,  Location: 04-ALA-024-R2.59-OAK (Lat: 37.834494,  Lng: -122.265572),  Route carried "on" structure: State highway 24,  Year Built: 1970,  Status: Open,  Structure Length: 4.24m (13.91ft),  Average Daily Traffic: 75,500 (year 2009),  Truck Traffic: 3%,  Average Future Daily Traffic: 92,800 (year 2037),  Design Load: HS 20,  Features Intersected: E24-ML KING JR OFF RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.259,  Lanes on structure: 4,  Lanes under structure: 1,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 195.0m (639.8ft),  Skew: 9 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-To-Curb Width: 20.4m (66.9ft),  Out-to-Out Width: 2.1m (6.9ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 82.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 42.40m (139.11ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2018,  Bridge Improvement Cost: $891,000,  Roadway Improvement Cost: $178,000,  Total Project Cost: $1,496,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0365R,  Location: 04-ALA-024-R2.59-OAK (Lat: 37.834494,  Lng: -122.265572),  Route carried "under" structure: Ramp State highway 24,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 1999),  Truck Traffic: 2%,  Features Intersected: E24-ML KING JR OFF RAMP
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 0.259,  Lanes on structure: 4,  Lanes under structure: 1,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 18.9m (62.0ft)

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Structure Number: 33 037,  Location: 04-ALA-092-R5.12-HAY (Lat: 37.631928,  Lng: -122.110211),  Route carried "on" structure: State highway 92,  Year Built: 1966,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 92,000 (year 2009),  Average Future Daily Traffic: 137,875 (year 2034),  Design Load: HS 20,  Features Intersected: INDUSTRIAL BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.512,  Lanes on structure: 10,  Lanes under structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 485.0m (1,591.2ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.9m (9.5ft),  Curb-To-Curb Width: 48.5m (159.1ft),  Out-to-Out Width: 50.1m (164.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 20.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 15.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 51.80m (169.95ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2017,  Bridge Improvement Cost: $2,605,000,  Roadway Improvement Cost: $486,000,  Total Project Cost: $4,082,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place