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


  • National Bridge Inventory (NBI) Statistics
  • 469Number of bridges
  • 10,105ft / 3,080mTotal length
  • $437,142,000Total costs
  • 26,265,076Total average daily traffic
  • 972,515Total average daily truck traffic
  • 21,189,917Total future (year 2034) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for Oakland
  • No street view available for this location

New bridges in Oakland, CA - historical statistics
  • New bridges - historical statistics
  • 11900-1909
  • 21920-1929
  • 131930-1939
  • 151940-1949
  • 301950-1959
  • 1791960-1969
  • 1471970-1979
  • 181980-1989
  • 541990-1999
  • 12000-2009
  • 92010-2018
Reconstructed bridges in Oakland, CA - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 31950-1959
  • 61960-1969
  • 31970-1979
  • 11980-1989
  • 61990-1999
  • 22000-2009
  • 12010-2018
Average Bridge Daily Traffic in Oakland, CA
Average Bridge Truck Traffic in Oakland, CA
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 9.8%Very good
  • 72.5%Good
  • 2.5%Satisfactory
  • 12.3%Fair
  • 2.9%Poor
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 8.3%Very good
  • 68.3%Good
  • 2.4%Satisfactory
  • 19.5%Fair
  • 1.5%Poor
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 8.3%Very good
  • 82.0%Good
  • 8.8%Satisfactory
  • 1.0%Fair
  • 0.5%Poor
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 12.5%Excellent
  • 31.3%Very good
  • 40.6%Good
  • 9.4%Satisfactory
  • 6.3%Fair
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 14.3%Very good
  • 57.1%Good
  • 14.3%Satisfactory
  • 14.3%Poor
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Structure Number: 28 0283L,  Location: 04-CC-024-R0.28 (Lat: 37.861122,  Lng: -122.209681),  Route carried "on" structure: ServiceOther road ,  Year Built: 1964,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 5 (year 1999),  Truck Traffic: 1%,  Average Future Daily Traffic: 5 (year 2039),  Design Load: HS 20,  Features Intersected: STATE ROUTE 24,  Facility Carried by Structure: EAST PORTAL BLDG
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 49.0m (160.8ft),  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 1.1m (3.6ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 4.9m (16.1ft),  Out-to-Out Width: 6.5m (21.3ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Poor,  Operating Rating: 7.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.30m (37.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2017,  Bridge Improvement Cost: $73,000,  Roadway Improvement Cost: $14,000,  Total Project Cost: $122,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 28 0283L,  Location: 04-CC-024-R0.28 (Lat: 37.861122,  Lng: -122.209681),  Route carried "under" structure: State highway 24,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 155,000 (year 2009),  Features Intersected: STATE ROUTE 24,  Facility Carried by Structure: EAST PORTAL BLDG
Minimum Vertical Clearance: 0.51m (1.67ft),  Kilometerpoint: 0.028,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 1.1m (3.6ft)

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Structure Number: 33 0041,  Location: 04-ALA-880-28.24-OAK (Lat: 37.773172,  Lng: -122.227425),  Route carried "on" structure: Interstate 880,  Year Built: 1948,  Year Reconstructed: 1963,  Status: Open,  Structure Length: 42.98m (141.01ft),  Average Daily Traffic: 225,000 (year 2009),  Truck Traffic: 14%,  Average Future Daily Traffic: 294,420 (year 2035),  Design Load: HS 20,  Features Intersected: UP RR SPUR,FRUITVALE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.824,  Lanes on structure: 8,  Lanes under structure: 7,  Base Highway Network: Yes (Inventory Route: 8,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 305.0m (1,000.7ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 23,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 3.1m (10.2ft),  Out-to-Out Width: 33.5m (109.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 56.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 33 0041,  Location: 04-ALA-880-28.24-OAK (Lat: 37.773172,  Lng: -122.227425),  Route carried "under" structure: City street ,  Year Built: 1948,  Structure Length: 0. m,  Average Daily Traffic: 19,147 (year 1999),  Truck Traffic: 6%,  Features Intersected: UP RR SPUR,FRUITVALE AVE,  Facility Carried by Structure: I 880
Minimum Vertical Clearance: 7.18m (23.56ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 33 0061L,  Location: 04-ALA-580-46.50L-OAK (Lat: 37.826517,  Lng: -122.287489),  Route carried "under" structure: Interstate 880,  Year Built: 1955,  Structure Length: 0. m,  Average Daily Traffic: 109,000 (year 2009),  Truck Traffic: 3%,  Features Intersected: UP RR,BNSF RY,AMTRAK,ETC,  Facility Carried by Structure: E&W80-E580 CONNCTR
Minimum Vertical Clearance: 0.49m (1.61ft),  Kilometerpoint: 0.345,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.2m (122.0ft)

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Structure Number: 33 0061L,  Location: 04-ALA-580-46.50L-OAK (Lat: 37.826517,  Lng: -122.287489),  Route carried "under" structure: City street ,  Year Built: 1955,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2009),  Truck Traffic: 3%,  Features Intersected: UP RR,BNSF RY,AMTRAK,ETC,  Facility Carried by Structure: E&W80-E580 CONNCTR
Minimum Vertical Clearance: 4.69m (15.39ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.2m (122.0ft)

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Structure Number: 33 0061L,  Location: 04-ALA-580-46.50L-OAK (Lat: 37.826517,  Lng: -122.287489),  Route carried "under" structure: City street ,  Year Built: 1955,  Structure Length: 0. m,  Average Daily Traffic: 3,000 (year 2009),  Truck Traffic: 3%,  Features Intersected: UP RR,BNSF RY,AMTRAK,ETC,  Facility Carried by Structure: E&W80-E580 CONNCTR
Minimum Vertical Clearance: 7.11m (23.33ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.2m (122.0ft)

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Structure Number: 33 0061R,  Location: 04-ALA-580-46.50R-OAK (Lat: 37.826653,  Lng: -122.287517),  Route carried "on" structure: Interstate 580,  Year Built: 1935,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 112.41m (368.80ft),  Average Daily Traffic: 55,000 (year 2009),  Truck Traffic: 3%,  Average Future Daily Traffic: 75,000 (year 2037),  Design Load: H 15,  Features Intersected: UP RR,BNSF RY,AMTRAK,ETC
Minimum Vertical Clearance: 4.66m (15.29ft),  Kilometerpoint: 0.465,  Lanes on structure: 2,  Lanes under structure: 16,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 1.0m (3.3ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 51,  Length of Maximum Span: 38.4m (126.0ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 1.0m (3.3ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1124.10m (3687.99ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2017,  Critical Feature Inspection Date: October 2016,  Bridge Improvement Cost: $18,690,000,  Roadway Improvement Cost: $3,738,000,  Total Project Cost: $31,399,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 33 0061R,  Location: 04-ALA-580-46.50R-OAK (Lat: 37.826653,  Lng: -122.287517),  Route carried "under" structure: Ramp Interstate 580,  Year Built: 1935,  Structure Length: 0. m,  Average Daily Traffic: 53,520 (year 2009),  Truck Traffic: 2%,  Features Intersected: UP RR,BNSF RY,AMTRAK,ETC
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.465,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.4m (126.0ft)

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Structure Number: 33 0061R,  Location: 04-ALA-580-46.50R-OAK (Lat: 37.826653,  Lng: -122.287517),  Route carried "under" structure: Interstate 880,  Year Built: 1935,  Structure Length: 0. m,  Average Daily Traffic: 81,000 (year 2009),  Truck Traffic: 14%,  Features Intersected: UP RR,BNSF RY,AMTRAK,ETC,  Facility Carried by Structure: W580-E&W80 CONNCTR
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 0.345,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.4m (126.0ft)

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Structure Number: 33 0061R,  Location: 04-ALA-580-46.50R-OAK (Lat: 37.826653,  Lng: -122.287517),  Route carried "under" structure: Interstate 80,  Year Built: 1935,  Structure Length: 0. m,  Average Daily Traffic: 149,000 (year 2009),  Truck Traffic: 2%,  Features Intersected: UP RR,BNSF RY,AMTRAK,ETC
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 0.028,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.4m (126.0ft)

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Structure Number: 33 0061R,  Location: 04-ALA-580-46.50R-OAK (Lat: 37.826653,  Lng: -122.287517),  Route carried "under" structure: City street ,  Year Built: 1935,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2009),  Truck Traffic: 3%,  Features Intersected: UP RR,BNSF RY,AMTRAK,ETC,  Facility Carried by Structure: W580-E&W80 CONNCTR
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.4m (126.0ft)

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Structure Number: 33 0061R,  Location: 04-ALA-580-46.50R-OAK (Lat: 37.826653,  Lng: -122.287517),  Route carried "under" structure: City street ,  Year Built: 1935,  Structure Length: 0. m,  Average Daily Traffic: 3,000 (year 2009),  Truck Traffic: 3%,  Features Intersected: UP RR,BNSF RY,AMTRAK,ETC,  Facility Carried by Structure: W580-E&W80 CONNCTR
Minimum Vertical Clearance: 6.63m (21.75ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.4m (126.0ft)

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Structure Number: 33 0082,  Location: 04-ALA-112-R0.06-SLN (Lat: 37.716486,  Lng: -122.185903),  Route carried "on" structure: State highway 112,  Year Built: 1982,  Status: Open,  Structure Length: 40.39m (132.51ft),  Average Daily Traffic: 41,250 (year 2009),  Truck Traffic: 10%,  Average Future Daily Traffic: 50,700 (year 2034),  Design Load: HS 20+Mod,  Features Intersected: UP RR, CARDEN & BEECHER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.006,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 213.0m (698.8ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 8,  Number Of Approach Spans: 18,  Length of Maximum Span: 36.6m (120.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: November 2016,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0088L,  Location: 04-ALA-880-25.50-OAK (Lat: 37.739969,  Lng: -122.196458),  Route carried "on" structure: City street ,  Year Built: 1996,  Status: Open,  Structure Length: 16.76m (54.99ft),  Average Daily Traffic: 19,000 (year 2007),  Truck Traffic: 2%,  Average Future Daily Traffic: 62,862 (year 2034),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 880,  Facility Carried by Structure: HEGENBERGER RD WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 183.0m (600.4ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 65.5m (214.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 17.8m (58.4ft),  Out-to-Out Width: 20.3m (66.6ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Superior 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 0088L,  Location: 04-ALA-880-25.50-OAK (Lat: 37.739969,  Lng: -122.196458),  Route carried "under" structure: Interstate 880,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 199,000 (year 2009),  Truck Traffic: 7%,  Features Intersected: INTERSTATE 880,  Facility Carried by Structure: HEGENBERGER RD WB
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 0.255,  Lanes on structure: 4,  Lanes under structure: 10,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 65.5m (214.9ft)

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Structure Number: 33 0088R,  Location: 04-ALA-880-25.49-OAK (Lat: 37.739722,  Lng: -122.196217),  Route carried "on" structure: City street ,  Year Built: 1976,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 19,000 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 62,862 (year 2034),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 880,  Facility Carried by Structure: HEGENBERGER RD EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 168.0m (551.2ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 37.2m (122.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 86.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.49m (4.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2016,  Bridge Improvement Cost: $2,816,000,  Roadway Improvement Cost: $563,000,  Total Project Cost: $4,730,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0088R,  Location: 04-ALA-880-25.49-OAK (Lat: 37.739722,  Lng: -122.196217),  Route carried "under" structure: Interstate 880,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 199,000 (year 2009),  Truck Traffic: 7%,  Features Intersected: INTERSTATE 880,  Facility Carried by Structure: HEGENBERGER RD EB
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 2.549,  Lanes on structure: 4,  Lanes under structure: 10,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.2m (122.0ft)

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Structure Number: 33 0105L,  Location: 04-ALA-013-5.01-OAK (Lat: 37.793714,  Lng: -122.181875),  Route carried "on" structure: State highway 13,  Year Built: 1966,  Status: Open,  Structure Length: 4.91m (16.11ft),  Average Daily Traffic: 47,000 (year 2009),  Truck Traffic: 2%,  Average Future Daily Traffic: 67,351 (year 2037),  Design Load: HS 20,  Features Intersected: CARSON STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.501,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  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: 24.8m (81.4ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 12.1m (39.7ft)

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: 34.3 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0105L,  Location: 04-ALA-013-5.01-OAK (Lat: 37.793714,  Lng: -122.181875),  Route carried "under" structure: City street ,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2009),  Truck Traffic: 1%,  Features Intersected: CARSON STREET,  Facility Carried by Structure: STATE ROUTE 13 SB
Minimum Vertical Clearance: 5.51m (18.08ft),  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: 24.8m (81.4ft)

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Structure Number: 33 0105R,  Location: 04-ALA-013-5.01-OAK (Lat: 37.793894,  Lng: -122.181700),  Route carried "on" structure: State highway 13,  Year Built: 1966,  Status: Open,  Structure Length: 4.91m (16.11ft),  Average Daily Traffic: 47,000 (year 2009),  Truck Traffic: 2%,  Average Future Daily Traffic: 67,351 (year 2037),  Design Load: HS 20,  Features Intersected: CARSON STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.501,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  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: 24.8m (81.4ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 12.1m (39.7ft)

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: 34.3 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0105R,  Location: 04-ALA-013-5.01-OAK (Lat: 37.793894,  Lng: -122.181700),  Route carried "under" structure: City street ,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2009),  Truck Traffic: 1%,  Features Intersected: CARSON STREET,  Facility Carried by Structure: STATE ROUTE 13 NB
Minimum Vertical Clearance: 4.59m (15.06ft),  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: 24.8m (81.4ft)

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Structure Number: 33 0109,  Location: 04-ALA-185-8.64-OAK (Lat: 37.757797,  Lng: -122.183839),  Route carried "on" structure: State highway 185,  Year Built: 1969,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 25,000 (year 2009),  Truck Traffic: 1%,  Average Future Daily Traffic: 45,800 (year 2034),  Features Intersected: ARROYO VIEJO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.864,  Lanes on structure: 5,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 212.0m (695.5ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 0.3m (1.0ft),  Curb or Sidewalk Widths: Left: 2.6m (8.5ft),  Right: 4.5m (14.8ft),  Curb-To-Curb Width: 21.2m (69.6ft),  Out-to-Out Width: 28.5m (93.5ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2014,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 33 011,  Location: 04-ALA-880-24.74-OAK (Lat: 37.731364,  Lng: -122.188894),  Route carried "under" structure: Interstate 880,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 199,000 (year 2009),  Truck Traffic: 7%,  Features Intersected: INTERSTATE 880,  Facility Carried by Structure: 98TH AVE
Minimum Vertical Clearance: 5.76m (18.90ft),  Kilometerpoint: 2.474,  Lanes on structure: 6,  Lanes under structure: 8,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 47.8m (156.8ft)

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Structure Number: 33 0113,  Location: 04-ALA-880-25.97-OAK (Lat: 37.746464,  Lng: -122.201206),  Route carried "on" structure: Interstate 880,  Year Built: 1948,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 199,000 (year 2009),  Truck Traffic: 7%,  Average Future Daily Traffic: 289,056 (year 2034),  Design Load: HS 20,  Features Intersected: ELMHURST CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.597,  Lanes on structure: 9,  Base Highway Network: Yes (Inventory Route: 8,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 185.0m (607.0ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 3.7m (12.1ft),  Out-to-Out Width: 38.7m (127.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 28.2 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: Meets minimum limits,  Waterway Adequacy: Superior to present desirable 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,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 33 0131,  Location: 04-ALA-580-43.48-OAK (Lat: 37.809817,  Lng: -122.245992),  Route carried "on" structure: Interstate 580,  Year Built: 1962,  Status: Open,  Structure Length: 25.54m (83.79ft),  Average Daily Traffic: 182,000 (year 2009),  Truck Traffic: 1%,  Average Future Daily Traffic: 307,070 (year 2038),  Design Load: HS 20,  Features Intersected: LAKESHORE BL & GRAND AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.348,  Lanes on structure: 8,  Lanes under structure: 11,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 421.0m (1,381.2ft),  Skew: 39 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 7,  Number Of Approach Spans: 2,  Length of Maximum Span: 37.2m (122.0ft),  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: 63.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 255.40m (837.93ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2016,  Bridge Improvement Cost: $11,045,000,  Roadway Improvement Cost: $2,209,000,  Total Project Cost: $18,555,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0131,  Location: 04-ALA-580-43.48-OAK (Lat: 37.809817,  Lng: -122.245992),  Route carried "under" structure: City street ,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 24,720 (year 2009),  Truck Traffic: 3%,  Features Intersected: LAKESHORE BL & GRAND AVE,  Facility Carried by Structure: INTERSTATE 580
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 37.2m (122.0ft)

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Structure Number: 33 0131,  Location: 04-ALA-580-43.48-OAK (Lat: 37.809817,  Lng: -122.245992),  Route carried "under" structure: City street ,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 3,500 (year 2009),  Truck Traffic: 3%,  Features Intersected: LAKESHORE BL & GRAND AVE,  Facility Carried by Structure: INTERSTATE 580
Minimum Vertical Clearance: 0.05m (0.16ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 5,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 37.2m (122.0ft)

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Structure Number: 33 0132Y,  Location: 04-ALA-024-R4.43-OAK (Lat: 37.849225,  Lng: -122.240369),  Route carried "on" structure: State highway 24,  Year Built: 1934,  Status: Open,  Structure Length: 4.46m (14.63ft),  Average Daily Traffic: 1,050 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,365 (year 2037),  Design Load: H 15,  Features Intersected: GOLDEN GATE AVE,  Facility Carried by Structure: BROADWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.443,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 134.0m (439.6ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.5m (54.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 69.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 33 0132Y,  Location: 04-ALA-024-R4.43-OAK (Lat: 37.849225,  Lng: -122.240369),  Route carried "under" structure: City street ,  Year Built: 1934,  Structure Length: 0. m,  Average Daily Traffic: 650 (year 2010),  Truck Traffic: 2%,  Features Intersected: GOLDEN GATE AVE,  Facility Carried by Structure: BROADWAY
Minimum Vertical Clearance: 3.94m (12.93ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 16.5m (54.1ft)

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Structure Number: 33 0134J,  Location: 04-ALA-980-1.68-OAK (Lat: 37.819378,  Lng: -122.270278),  Route carried "on" structure: Ramp Interstate 980,  Year Built: 1969,  Status: Open,  Structure Length: 3.72m (12.20ft),  Average Daily Traffic: 7,500 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 7,753 (year 2033),  Design Load: HS 20,  Features Intersected: 30TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.168,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 98.0m (321.5ft),  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: 9.8m (32.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 3.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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: May 2016,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0134T,  Location: 04-ALA-980-1.68-OAK (Lat: 37.819183,  Lng: -122.269031),  Route carried "on" structure: Ramp Interstate 980,  Year Built: 1969,  Status: Open,  Structure Length: 3.72m (12.20ft),  Average Daily Traffic: 6,600 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 6,835 (year 2033),  Design Load: HS 20,  Features Intersected: 30TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.168,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 98.0m (321.5ft),  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: 9.8m (32.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 3.9 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: 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 0137,  Location: 04-ALA-880-29.69-OAK (Lat: 37.784753,  Lng: -122.243100),  Route carried "on" structure: City street ,  Year Built: 1997,  Status: Open,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 5,000 (year 2005),  Truck Traffic: 1%,  Average Future Daily Traffic: 7,141 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: I 880,E 12TH ST,BARTD,RR,  Facility Carried by Structure: 16TH AVENUE
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: 99.0m (324.8ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 10,  Number Of Approach Spans: 3,  Length of Maximum Span: 51.8m (169.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.5m (31.2ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.47m (11.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2017,  Bridge Improvement Cost: $4,229,000,  Roadway Improvement Cost: $845,000,  Total Project Cost: $7,104,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0137,  Location: 04-ALA-880-29.69-OAK (Lat: 37.784753,  Lng: -122.243100),  Route carried "under" structure: Interstate 880,  Year Built: 1997,  Structure Length: 0. m,  Average Daily Traffic: 225,000 (year 2009),  Truck Traffic: 14%,  Features Intersected: I 880,E 12TH ST,BARTD,RR,  Facility Carried by Structure: 16TH AVENUE
Minimum Vertical Clearance: 0.64m (2.10ft),  Kilometerpoint: 2.969,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 51.8m (169.9ft)

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Structure Number: 33 0137,  Location: 04-ALA-880-29.69-OAK (Lat: 37.784753,  Lng: -122.243100),  Route carried "under" structure: City street ,  Year Built: 1997,  Structure Length: 0. m,  Average Daily Traffic: 2,500 (year 2005),  Truck Traffic: 1%,  Features Intersected: I 880,E 12TH ST,BARTD,RR,  Facility Carried by Structure: 16TH AVENUE
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 51.8m (169.9ft)

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Structure Number: 33 0139,  Location: 04-ALA-880-28.93-OAK (Lat: 37.776628,  Lng: -122.236700),  Route carried "on" structure: City street ,  Year Built: 1947,  Status: Open,  Structure Length: 15.33m (50.30ft),  Average Daily Traffic: 5,800 (year 1998),  Truck Traffic: 1%,  Average Future Daily Traffic: 15,768 (year 2035),  Design Load: HS 20,  Features Intersected: INTERSTATE 880,  Facility Carried by Structure: 23RD AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 3,  Length of Maximum Span: 33.5m (109.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Good,  Operating Rating: 63.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 36.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: 153.30m (502.95ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2017,  Critical Feature Inspection Date: March 2017,  Bridge Improvement Cost: $1,505,000,  Roadway Improvement Cost: $301,000,  Total Project Cost: $2,528,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0139,  Location: 04-ALA-880-28.93-OAK (Lat: 37.776628,  Lng: -122.236700),  Route carried "under" structure: Interstate 880,  Year Built: 1947,  Structure Length: 0. m,  Average Daily Traffic: 225,000 (year 2009),  Truck Traffic: 14%,  Features Intersected: INTERSTATE 880,  Facility Carried by Structure: 23RD AVENUE
Minimum Vertical Clearance: 4.54m (14.90ft),  Kilometerpoint: 2.893,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: 33 0141,  Location: 04-ALA-880-28.69-OAK (Lat: 37.774333,  Lng: -122.234053),  Route carried "on" structure: City street ,  Year Built: 1947,  Status: Open,  Structure Length: 18.56m (60.89ft),  Average Daily Traffic: 11,300 (year 1998),  Truck Traffic: 2%,  Average Future Daily Traffic: 12,531 (year 2033),  Design Load: HS 20,  Features Intersected: INTERSTATE 880,  Facility Carried by Structure: 29TH AVENUE
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: 79.0m (259.2ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 19.2m (63.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 56.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 3.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 185.60m (608.92ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2015,  Bridge Improvement Cost: $2,012,000,  Roadway Improvement Cost: $402,000,  Total Project Cost: $3,380,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0141,  Location: 04-ALA-880-28.69-OAK (Lat: 37.774333,  Lng: -122.234053),  Route carried "under" structure: Interstate 880,  Year Built: 1947,  Structure Length: 0. m,  Average Daily Traffic: 225,000 (year 2009),  Truck Traffic: 14%,  Features Intersected: INTERSTATE 880,  Facility Carried by Structure: 29TH AVENUE
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 2.869,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.2m (63.0ft)

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Structure Number: 33 0142,  Location: 04-ALA-880-26.53-OAK (Lat: 37.753083,  Lng: -122.207081),  Route carried "on" structure: Interstate 880,  Year Built: 1948,  Year Reconstructed: 1963,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 199,000 (year 2009),  Truck Traffic: 7%,  Average Future Daily Traffic: 288,095 (year 2035),  Design Load: HS 20,  Features Intersected: DAMON SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.653,  Lanes on structure: 9,  Base Highway Network: Yes (Inventory Route: 8,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 186.0m (610.2ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 37.2m (122.0ft),  Out-to-Out Width: 38.6m (126.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 47.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 33 0142K,  Location: 04-ALA-880-26.53-OAK (Lat: 37.752953,  Lng: -122.207544),  Route carried "on" structure: Ramp Interstate 880,  Year Built: 1948,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 3,300 (year 1998),  Truck Traffic: 10%,  Average Future Daily Traffic: 7,213 (year 2035),  Design Load: HS 20,  Features Intersected: DAMON SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.653,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 79.0m (259.2ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Good,  Operating Rating: 5.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0142S,  Location: 04-ALA-880-26.53-OAK (Lat: 37.753208,  Lng: -122.206800),  Route carried "on" structure: Ramp Interstate 880,  Year Built: 1968,  Status: Open,  Structure Length: 5.21m (17.09ft),  Average Daily Traffic: 1,250 (year 1998),  Truck Traffic: 10%,  Average Future Daily Traffic: 4,152 (year 2035),  Design Load: HS 20,  Features Intersected: DAMON SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.653,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 85.0m (278.9ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 56.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0143,  Location: 04-ALA-880-27.23-OAK (Lat: 37.761419,  Lng: -122.214347),  Route carried "on" structure: Interstate 880,  Year Built: 1948,  Year Reconstructed: 1968,  Status: Open,  Structure Length: 0.28m (0.92ft),  Average Daily Traffic: 221,000 (year 2009),  Truck Traffic: 11%,  Average Future Daily Traffic: 291,564 (year 2035),  Design Load: HS 20,  Features Intersected: EAST CREEK SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.723,  Lanes on structure: 9,  Base Highway Network: Yes (Inventory Route: 8,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 223.0m (731.6ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 40.7m (133.5ft),  Out-to-Out Width: 42.2m (138.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 36.3 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: 27.9 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 33 0147,  Location: 04-ALA-013-5.39-OAK (Lat: 37.798506,  Lng: -122.185642),  Route carried "on" structure: City street ,  Year Built: 1966,  Status: Open,  Structure Length: 9.69m (31.79ft),  Average Daily Traffic: 10,000 (year 2009),  Truck Traffic: 3%,  Average Future Daily Traffic: 14,330 (year 2037),  Design Load: HS 20,  Features Intersected: STATE ROUTE 13,  Facility Carried by Structure: REDWOOD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 171.0m (561.0ft),  Skew: 25 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 33.5m (109.9ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 19.7m (64.6ft),  Out-to-Out Width: 25.2m (82.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 59.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0147,  Location: 04-ALA-013-5.39-OAK (Lat: 37.798506,  Lng: -122.185642),  Route carried "under" structure: State highway 13,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 78,000 (year 2009),  Truck Traffic: 2%,  Features Intersected: STATE ROUTE 13,  Facility Carried by Structure: REDWOOD ROAD
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 0.539,  Lanes on structure: 5,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: 33 0149,  Location: 04-ALA-880-28.98-OAK (Lat: 37.776628,  Lng: -122.236825),  Route carried "on" structure: City street ,  Year Built: 1947,  Status: Open,  Structure Length: 28.62m (93.90ft),  Average Daily Traffic: 11,500 (year 2000),  Truck Traffic: 1%,  Average Future Daily Traffic: 15,768 (year 2035),  Design Load: HS 20,  Features Intersected: INTERSTATE 880,  Facility Carried by Structure: 23RD AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Skew: 6 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 10,  Length of Maximum Span: 42.1m (138.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 65.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 41.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: 286.20m (938.98ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2017,  Critical Feature Inspection Date: March 2017,  Bridge Improvement Cost: $2,530,000,  Roadway Improvement Cost: $506,000,  Total Project Cost: $4,250,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0149,  Location: 04-ALA-880-28.98-OAK (Lat: 37.776628,  Lng: -122.236825),  Route carried "under" structure: Interstate 880,  Year Built: 1947,  Structure Length: 0. m,  Average Daily Traffic: 225,000 (year 2009),  Truck Traffic: 14%,  Features Intersected: INTERSTATE 880,  Facility Carried by Structure: 23RD AVENUE
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 2.898,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.1m (138.1ft)

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Structure Number: 33 0150L,  Location: 04-ALA-580-19.35-PLE (Lat: 37.701544,  Lng: -121.897736),  Route carried "on" structure: Interstate 580,  Year Built: 1994,  Status: Open,  Structure Length: 4.81m (15.78ft),  Average Daily Traffic: 96,000 (year 2009),  Truck Traffic: 14%,  Average Future Daily Traffic: 150,993 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: DEMARCUS BLVD (BARTD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.935,  Lanes on structure: 7,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 317.0m (1,040.0ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 31.7m (104.0ft),  Out-to-Out Width: 32.8m (107.6ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 48.10m (157.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2018,  Bridge Improvement Cost: $1,578,000,  Roadway Improvement Cost: $322,000,  Total Project Cost: $2,711,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0159,  Location: 04-ALA-013-7.40-OAK (Lat: 37.821475,  Lng: -122.207303),  Route carried "on" structure: City street ,  Year Built: 1956,  Status: Open,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 22,979 (year 2009),  Truck Traffic: 2%,  Average Future Daily Traffic: 32,928 (year 2037),  Design Load: HS 20,  Features Intersected: STATE ROUTE 13,  Facility Carried by Structure: PARK BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 177.0m (580.7ft),  Skew: 21 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 22.6m (74.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 48.3 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: 37.3 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 desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 40.50m (132.87ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2015,  Bridge Improvement Cost: $865,000,  Roadway Improvement Cost: $173,000,  Total Project Cost: $1,453,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0159,  Location: 04-ALA-013-7.40-OAK (Lat: 37.821475,  Lng: -122.207303),  Route carried "under" structure: State highway 13,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 110,000 (year 2009),  Truck Traffic: 2%,  Features Intersected: STATE ROUTE 13,  Facility Carried by Structure: PARK BLVD
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 0.074,  Lanes on structure: 4,  Lanes under structure: 5,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 22.6m (74.1ft)

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Structure Number: 33 016,  Location: 04-ALA-013-7.76-OAK (Lat: 37.825919,  Lng: -122.210956),  Route carried "under" structure: State highway 13,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 114,000 (year 2009),  Truck Traffic: 2%,  Features Intersected: STATE ROUTE 13,  Facility Carried by Structure: LA SALLE AVE
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 0.776,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 15.8m (51.8ft)

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Structure Number: 33 0162,  Location: 04-ALA-013-9.07-OAK (Lat: 37.841425,  Lng: -122.224400),  Route carried "on" structure: State highway 13,  Year Built: 1951,  Status: Open,  Structure Length: 3.63m (11.91ft),  Average Daily Traffic: 136,000 (year 2009),  Truck Traffic: 2%,  Average Future Daily Traffic: 194,887 (year 2037),  Design Load: HS 20,  Features Intersected: BROADWAY TERRACE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.907,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 85.0m (278.9ft),  Skew: 35 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 17.4m (57.1ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 18.7m (61.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 26.2 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: 20.4 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: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 36.30m (119.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2017,  Bridge Improvement Cost: $704,000,  Roadway Improvement Cost: $140,000,  Total Project Cost: $1,182,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 33 0162,  Location: 04-ALA-013-9.07-OAK (Lat: 37.841425,  Lng: -122.224400),  Route carried "under" structure: City street ,  Year Built: 1951,  Structure Length: 0. m,  Average Daily Traffic: 14,422 (year 2009),  Truck Traffic: 3%,  Features Intersected: BROADWAY TERRACE,  Facility Carried by Structure: STATE ROUTE 13
Minimum Vertical Clearance: 4.74m (15.55ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 17.4m (57.1ft)

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Structure Number: 33 0164K,  Location: 04-ALA-013-R9.16-OAK (Lat: 37.842514,  Lng: -122.225853),  Route carried "on" structure: Ramp State highway 13,  Year Built: 1951,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 5,000 (year 2009),  Truck Traffic: 2%,  Average Future Daily Traffic: 7,165 (year 2037),  Features Intersected: LAKE TEMESCAL PARK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.916,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 74.0m (242.8ft),  Material/Design: Steel,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft)

Condition: Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: High priority of corrective action,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2017
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