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

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Structure Number: 50C0394,  Location: 0.5 MI EAST SR 99 (Lat: 35.380872,  Lng: -119.036806),  Route carried "on" structure: City street ,  Year Built: 1930,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 52,000 (year 2015),  Truck Traffic: 9%,  Average Future Daily Traffic: 57,193 (year 2042),  Features Intersected: CARRIER CANAL,  Facility Carried by Structure: 24TH ST (OLD 178)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 27.2 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 16.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: December 2020,  Underwater Inspection Date: Febuary 2021

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Structure Number: 50C0395,  Location: COFFEE RD(2.7 MI W RTE99) (Lat: 35.383236,  Lng: -119.091822),  Route carried "on" structure: City street ,  Year Built: 1951,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 2.16m (7.09ft),  Average Daily Traffic: 41,250 (year 2016),  Truck Traffic: 17%,  Average Future Daily Traffic: 66,722 (year 2042),  Features Intersected: FRIANT-KERN CANAL,  Facility Carried by Structure: ROSEDALE HWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 45.2m (148.3ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 45.2m (148.3ft),  Out-to-Out Width: 49.3m (161.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: December 2020,  Underwater Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 50C0396,  Location: 0.2 MI EAST COFFEE RD (Lat: 35.383269,  Lng: -119.088164),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 41,250 (year 2014),  Truck Traffic: 17%,  Average Future Daily Traffic: 66,722 (year 2042),  Design Load: HS 20,  Features Intersected: CALLOWAY CANAL,  Facility Carried by Structure: ROSEDALE HWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 27.4m (89.9ft),  Skew: 23 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 29.6m (97.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Very good,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 50C0397,  Location: 0.5 MI W OF MOHAWK ST. (Lat: 35.383228,  Lng: -119.075567),  Route carried "on" structure: County highway ,  Year Built: 1970,  Status: Open,  Structure Length: 4.97m (16.31ft),  Average Daily Traffic: 41,250 (year 2009),  Truck Traffic: 17%,  Average Future Daily Traffic: 69,905 (year 2043),  Design Load: HS 20,  Features Intersected: CALLOWAY CANAL,  Facility Carried by Structure: STATE ROUTE 58
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 27.4m (89.9ft),  Skew: 25 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 21.4m (70.2ft),  Out-to-Out Width: 29.6m (97.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Very 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: Somewhat better than minimum adequacy,  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 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 50C0399,  Location: 0.6 MI N OF ROSEDALE HWY (Lat: 35.391889,  Lng: -119.065778),  Route carried "on" structure: Business City street ,  Year Built: 2014,  Status: Open,  Structure Length: 1.38m (4.53ft),  Average Daily Traffic: 20,000 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 14,000 (year 2038),  Features Intersected: CALLOWAY CANAL,  Facility Carried by Structure: MOHAWK STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 26.2m (86.0ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 26.2m (86.0ft),  Out-to-Out Width: 40.2m (131.9ft)

Condition: Superstructure: Good,  Substructure: Good,  Channel: 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2021

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Structure Number: 50C0401,  Location: 1.0 MI E OF CAPITAL HILLS (Lat: 35.141511,  Lng: -118.434422),  Route carried "on" structure: City street ,  Year Built: 2014,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 3,706 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 6,543 (year 2041),  Design Load: HS 20,  Features Intersected: EAST DRAINAGE CHANNEL,  Facility Carried by Structure: CHALLENGER DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.5m (11.5ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 20.5m (67.3ft)

Condition: Channel: Very good,  Culverts: 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,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2019,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 50C0402,  Location: 0.2 MI W OF KERN RIVER BR (Lat: 35.371456,  Lng: -119.062672),  Route carried "on" structure: County highway ,  Year Built: 2012,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 20,000 (year 2016),  Truck Traffic: 3%,  Average Future Daily Traffic: 26,000 (year 2038),  Design Load: HS 20,  Features Intersected: CROSS VALLY CANAL,  Facility Carried by Structure: WESTSIDE PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.6m (11.8ft)

Condition: Channel: Excellent,  Culverts: 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2021

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Structure Number: 50C0403,  Location: 1000 FT W OF ALLEN RD (Lat: 35.360253,  Lng: -119.147908),  Route carried "on" structure: County highway ,  Year Built: 2013,  Status: Open,  Structure Length: 0.66m (2.17ft),  Average Daily Traffic: 1,000 (year 2016),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,000 (year 2038),  Features Intersected: GOOSE LAKE SLOUGH,  Facility Carried by Structure: WESTSIDE PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.0m (65.6ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Excellent,  Culverts: 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2021

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Structure Number: 50C0404,  Location: BAKERSFIELD (Lat: 35.360197,  Lng: -119.145311),  Route carried "on" structure: City street ,  Year Built: 2012,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 1,000 (year 2016),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,500 (year 2038),  Features Intersected: GOOSE LAKE SLOUGH,  Facility Carried by Structure: ALLEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Excellent,  Culverts: 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2021

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Structure Number: 50 0004,  Location: 06-KER-204-3.34-BKD (Lat: 35.372261,  Lng: -119.003089),  Route carried "under" structure: State highway 204,  Year Built: 1934,  Structure Length: 0. m,  Average Daily Traffic: 43,000 (year 2009),  Truck Traffic: 12%,  Features Intersected: ST RTE 204 (UNION AVE),  Facility Carried by Structure: BNSF RY & AMTRAK
Minimum Vertical Clearance: 4.69m (15.39ft),  Kilometerpoint: 3.340,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 15.2m (49.9ft)

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Structure Number: 50 0185,  Location: 06-KER-099-27.87 (Lat: 35.412214,  Lng: -119.055319),  Route carried "under" structure: State highway 99,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 110,000 (year 2018),  Truck Traffic: 28%,  Features Intersected: STATE ROUTE 99 & OFFRAMP,  Facility Carried by Structure: OLIVE DRIVE
Minimum Vertical Clearance: 4.54m (14.90ft),  Kilometerpoint: 27.870,  Lanes on structure: 4,  Lanes under structure: 7,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.1m (134.8ft)

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Structure Number: 50 0205F,  Location: 06-KER-065-R0.01 (Lat: 35.434328,  Lng: -119.076003),  Route carried "under" structure: State highway 99,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 61,000 (year 2009),  Truck Traffic: 30%,  Features Intersected: STATE ROUTE 99
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 29.880,  Lanes on structure: 2,  Lanes under structure: 6,  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: 50 0238K,  Location: 06-KER-099-10.93 (Lat: 35.172408,  Lng: -119.004558),  Route carried "under" structure: State highway 99,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 47,000 (year 2019),  Truck Traffic: 25%,  Features Intersected: STATE ROUTE 99
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 10.930,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 33.8m (110.9ft)

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Structure Number: 50 0241,  Location: 06-KER-099-20.56 (Lat: 35.310119,  Lng: -119.034297),  Route carried "under" structure: County highway F243,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 13,699 (year 2015),  Truck Traffic: 2%,  Features Intersected: PACHECO ROAD,  Facility Carried by Structure: STATE ROUTE 99
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 22.9m (75.1ft)

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Structure Number: 50 0243,  Location: 06-KER-223-R10.51 (Lat: 35.208481,  Lng: -119.010819),  Route carried "under" structure: State highway 99,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 47,000 (year 2009),  Truck Traffic: 25%,  Features Intersected: STATE ROUTE 99,  Facility Carried by Structure: STATE ROUTE 223
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 13.410,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 29.0m (95.1ft)

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Structure Number: 50 0245E,  Location: 06-KER-119-31.26 (Lat: 35.266800,  Lng: -119.023367),  Route carried "under" structure: State highway 99,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 66,500 (year 2009),  Truck Traffic: 24%,  Features Intersected: STATE ROUTE 99,  Facility Carried by Structure: SR 119 (TAFT HWY)
Minimum Vertical Clearance: 5.20m (17.06ft),  Kilometerpoint: 17.500,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 29.3m (96.1ft)

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Structure Number: 50 0247,  Location: 06-KER-099-19.54 (Lat: 35.295753,  Lng: -119.030911),  Route carried "under" structure: State highway 99,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 66,500 (year 2009),  Truck Traffic: 24%,  Features Intersected: STATE ROUTE 99,  Facility Carried by Structure: PANAMA LANE
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 19.540,  Lanes on structure: 6,  Lanes under structure: 8,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 29.3m (96.1ft)

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Structure Number: 50 0248,  Location: 06-KER-099-21.08-BKD (Lat: 35.317511,  Lng: -119.036619),  Route carried "under" structure: State highway 99,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 110,000 (year 2018),  Features Intersected: STATE ROUTE 99,  Facility Carried by Structure: WHITE LANE
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 21.080,  Lanes on structure: 7,  Lanes under structure: 10,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 29.3m (96.1ft)

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Structure Number: 50 0249,  Location: 06-KER-099-21.96-BKD (Lat: 35.329453,  Lng: -119.039658),  Route carried "under" structure: State highway 99,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 114,000 (year 2018),  Truck Traffic: 10%,  Features Intersected: STATE ROUTE 99,  Facility Carried by Structure: WIBLE ROAD
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 21.960,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 46.0m (150.9ft)

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Structure Number: 50 025,  Location: 06-KER-099-22.11-BKD (Lat: 35.332122,  Lng: -119.039978),  Route carried "under" structure: State highway 99,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 114,000 (year 2018),  Truck Traffic: 10%,  Features Intersected: STATE ROUTE 99,  Facility Carried by Structure: WILSON ROAD
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 22.110,  Lanes on structure: 5,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 21.6m (70.9ft)

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Structure Number: 50 0252,  Location: 06-KER-099-21.60-BKD (Lat: 35.324856,  Lng: -119.038439),  Route carried "under" structure: State highway 99,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 114,000 (year 2018),  Truck Traffic: 10%,  Features Intersected: STATE ROUTE 99,  Facility Carried by Structure: PLANZ ROAD
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 21.600,  Lanes on structure: 5,  Lanes under structure: 8,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 50 0254F,  Location: 06-KER-099-27.05 (Lat: 35.403222,  Lng: -119.045942),  Route carried "under" structure: State highway 99,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 114,000 (year 2018),  Truck Traffic: 28%,  Features Intersected: STATE ROUTE 99
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 27.050,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 34.4m (112.9ft)

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Structure Number: 50 0255,  Location: 06-KER-204-3.41-BKD (Lat: 35.373200,  Lng: -119.003219),  Route carried "under" structure: State highway 204,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 43,000 (year 2009),  Truck Traffic: 12%,  Features Intersected: ST RTE 204 (UNION AVE),  Facility Carried by Structure: TRUXTUN AVENUE
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 3.410,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.9m (88.3ft)

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Structure Number: 50 0256,  Location: 06-KER-099-22.60-BKD (Lat: 35.339303,  Lng: -119.040011),  Route carried "under" structure: State highway 99,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 120,000 (year 2018),  Truck Traffic: 10%,  Features Intersected: STATE ROUTE 99,  Facility Carried by Structure: MING AVENUE
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 22.600,  Lanes on structure: 7,  Lanes under structure: 10,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 31.7m (104.0ft)

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Structure Number: 50 0257,  Location: 06-KER-099-22.65-BKD (Lat: 35.340367,  Lng: -119.038822),  Route carried "under" structure: Ramp State highway 99,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 7,600 (year 2012),  Truck Traffic: 23%,  Features Intersected: N99-MING AVE OFF RAMP,  Facility Carried by Structure: WIBLE ROAD
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 22.650,  Lanes on structure: 4,  Lanes under structure: 1,  Material/Design: Concrete,  Design/Construction: Slab,  Length of Maximum Span: 15.2m (49.9ft)

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Structure Number: 50 0258,  Location: 06-KER-099-22.70-BKD (Lat: 35.341000,  Lng: -119.038842),  Route carried "under" structure: Ramp State highway 99,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 18,400 (year 2012),  Truck Traffic: 23%,  Features Intersected: MING AVE-N99 ON RAMP,  Facility Carried by Structure: WIBLE ROAD
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 22.700,  Lanes on structure: 4,  Lanes under structure: 1,  Material/Design: Concrete,  Design/Construction: Slab,  Length of Maximum Span: 13.4m (44.0ft)

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Structure Number: 50 026,  Location: 06-KER-099-24.60-BKD (Lat: 35.368192,  Lng: -119.041414),  Route carried "under" structure: City street F251,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 33,859 (year 2013),  Truck Traffic: 10%,  Features Intersected: CALIFORNIA AVENUE,  Facility Carried by Structure: STATE ROUTE 99
Minimum Vertical Clearance: 4.49m (14.73ft),  Kilometerpoint: 0.000,  Lanes on structure: 10,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 22.6m (74.1ft)

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Structure Number: 50 0261,  Location: 06-KER-099-24.11-BKD (Lat: 35.361253,  Lng: -119.039853),  Route carried "under" structure: State highway 99,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 134,000 (year 2018),  Truck Traffic: 23%,  Features Intersected: STATE ROUTE 99,  Facility Carried by Structure: PALM AVENUE
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 24.110,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 21.6m (70.9ft)

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Structure Number: 50 0264,  Location: 06-KER-099-23.62-BKD (Lat: 35.354011,  Lng: -119.039786),  Route carried "under" structure: State highway 99,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 134,000 (year 2018),  Truck Traffic: 23%,  Features Intersected: STATE ROUTE 99,  Facility Carried by Structure: BRUNDAGE LANE
Minimum Vertical Clearance: 4.59m (15.06ft),  Kilometerpoint: 23.620,  Lanes on structure: 7,  Lanes under structure: 8,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 24.5m (80.4ft)

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Structure Number: 50 0266,  Location: 06-KER-099-26.78 (Lat: 35.398364,  Lng: -119.045372),  Route carried "under" structure: State highway 99,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 100,000 (year 2009),  Truck Traffic: 28%,  Features Intersected: SR 99,BUCK OWENS,CALLOWY
Minimum Vertical Clearance: 4.64m (15.22ft),  Kilometerpoint: 26.780,  Lanes on structure: 2,  Lanes under structure: 10,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 36.0m (118.1ft)

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Structure Number: 50 0267,  Location: 06-KER-099-25.63-BKD (Lat: 35.382736,  Lng: -119.044208),  Route carried "under" structure: State highway 178,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 5,200 (year 2018),  Features Intersected: SR 178 (ROSEDALE HWY),  Facility Carried by Structure: STATE ROUTE 99
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 51.810,  Lanes on structure: 10,  Lanes under structure: 5,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.5m (70.5ft)

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Structure Number: 50 0268,  Location: 06-KER-099-24.99-BKD (Lat: 35.373469,  Lng: -119.043739),  Route carried "under" structure: City street F252,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 48,302 (year 2018),  Truck Traffic: 3%,  Features Intersected: TRUXTUN AVE,  Facility Carried by Structure: STATE ROUTE 99
Minimum Vertical Clearance: 4.44m (14.57ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 50 0277L,  Location: 06-KER-099-R30.54 (Lat: 35.441400,  Lng: -119.084769),  Route carried "under" structure: State highway 99,  Year Built: 2010,  Structure Length: 0. m,  Average Daily Traffic: 63,000 (year 2009),  Truck Traffic: 30%,  Features Intersected: STATE ROUTE 99,  Facility Carried by Structure: 7TH STANDARD RD WB
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 30.540,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 38.0m (124.7ft)

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Structure Number: 50 0277R,  Location: 06-KER-099-R30.53 (Lat: 35.441272,  Lng: -119.084531),  Route carried "under" structure: State highway 99,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 61,000 (year 2009),  Truck Traffic: 30%,  Features Intersected: STATE ROUTE 99,  Facility Carried by Structure: 7TH STANDARD RD EB
Minimum Vertical Clearance: 4.69m (15.39ft),  Kilometerpoint: 30.530,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 36.9m (121.1ft)

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Structure Number: 50 0283,  Location: 06-KER-178-R3.33-BKD (Lat: 35.385853,  Lng: -118.988283),  Route carried "under" structure: State highway 178,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 51,000 (year 2009),  Truck Traffic: 6%,  Features Intersected: STATE ROUTE 178,  Facility Carried by Structure: FLOWER ST
Minimum Vertical Clearance: 4.87m (15.98ft),  Kilometerpoint: 3.330,  Lanes on structure: 2,  Lanes under structure: 7,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 47.5m (155.8ft)

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Structure Number: 50 0284,  Location: 06-KER-178-R3.38-BKD (Lat: 35.386375,  Lng: -118.986258),  Route carried "under" structure: State highway 178,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 51,000 (year 2009),  Truck Traffic: 6%,  Features Intersected: STATE ROUTE 178,  Facility Carried by Structure: BEALE AVE
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 3.380,  Lanes on structure: 5,  Lanes under structure: 7,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 29.9m (98.1ft)

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Structure Number: 50 0285,  Location: 06-KER-178-R3.16-BKD (Lat: 35.385461,  Lng: -118.989922),  Route carried "under" structure: State highway 178,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 51,000 (year 2009),  Truck Traffic: 6%,  Features Intersected: STATE ROUTE 178,  Facility Carried by Structure: BAKER ST
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 3.160,  Lanes on structure: 3,  Lanes under structure: 7,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 50 0289L,  Location: 06-KER-178-R2.41-BKD (Lat: 35.383603,  Lng: -119.003072),  Route carried "under" structure: City street F297,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 25,271 (year 2012),  Truck Traffic: 1%,  Features Intersected: UNION AVE,  Facility Carried by Structure: SR 178 WB
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 9,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.6m (61.0ft)

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Structure Number: 50 0289R,  Location: 06-KER-178-R2.41-BKD (Lat: 35.383358,  Lng: -119.003061),  Route carried "under" structure: City street F297,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 25,271 (year 2012),  Truck Traffic: 1%,  Features Intersected: UNION AVE,  Facility Carried by Structure: SR 178 EB
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 9,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.6m (61.0ft)

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Structure Number: 50 03,  Location: 06-KER-119-19.74 (Lat: 35.267061,  Lng: -119.225075),  Route carried "under" structure: Interstate 5,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 30,000 (year 2009),  Truck Traffic: 24%,  Features Intersected: INTERSTATE 5,  Facility Carried by Structure: STATE ROUTE 119
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 38.790,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 46.3m (151.9ft)

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Structure Number: 50 0301,  Location: 06-KER-043-1.86 (Lat: 35.292861,  Lng: -119.252406),  Route carried "under" structure: Interstate 5,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 30,000 (year 2009),  Truck Traffic: 24%,  Features Intersected: INTERSTATE 5,  Facility Carried by Structure: ST RT 43 (ENOS LN)
Minimum Vertical Clearance: 5.51m (18.08ft),  Kilometerpoint: 41.190,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 44.5m (146.0ft)

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Structure Number: 50 0303,  Location: 06-KER-005-42.97 (Lat: 35.311256,  Lng: -119.275203),  Route carried "under" structure: Interstate 5,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 27,000 (year 2009),  Truck Traffic: 22%,  Features Intersected: INTERSTATE 5,  Facility Carried by Structure: UTILITY SERVICE RD
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 42.970,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 37.5m (123.0ft)

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Structure Number: 50 0304,  Location: 06-KER-005-45.13 (Lat: 35.331778,  Lng: -119.303900),  Route carried "under" structure: Interstate 5,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 27,000 (year 2009),  Truck Traffic: 22%,  Features Intersected: INTERSTATE 5,  Facility Carried by Structure: DWR SERVICE ROAD
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 45.130,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 33.8m (110.9ft)

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Structure Number: 50 0326L,  Location: 06-KER-178-R1.95-BKD (Lat: 35.381781,  Lng: -119.010697),  Route carried "under" structure: State highway 204,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 34,000 (year 2009),  Truck Traffic: 9%,  Features Intersected: ST RTE 204 & Q STREET,  Facility Carried by Structure: STATE ROUTE 178 WB
Minimum Vertical Clearance: 7.92m (25.98ft),  Kilometerpoint: 4.240,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.2m (99.1ft)

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Structure Number: 50 0326R,  Location: 06-KER-178-R1.95-BKD (Lat: 35.381464,  Lng: -119.010742),  Route carried "under" structure: State highway 204,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 43,000 (year 2009),  Truck Traffic: 12%,  Features Intersected: ST RTE 204 & Q STREET,  Facility Carried by Structure: STATE ROUTE 178 EB
Minimum Vertical Clearance: 8.18m (26.84ft),  Kilometerpoint: 4.230,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 30.2m (99.1ft)

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Structure Number: 50 0326S,  Location: 06-KER-178-R1.95-BKD (Lat: 35.381322,  Lng: -119.010847),  Route carried "under" structure: Ramp State highway 204,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 43,000 (year 2009),  Truck Traffic: 12%,  Features Intersected: SR 204 & Q STREET,  Facility Carried by Structure: SR 178 EB RAMP
Minimum Vertical Clearance: 7.95m (26.08ft),  Kilometerpoint: 4.230,  Lanes on structure: 1,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 30.2m (99.1ft)

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Structure Number: 50 0327,  Location: 06-KER-178-R1.90-BKD (Lat: 35.381253,  Lng: -119.011794),  Route carried "under" structure: Ramp State highway 178,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 25,900 (year 2010),  Truck Traffic: 4%,  Features Intersected: SR 178 SPUR WB\24TH ST
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 1.900,  Lanes on structure: 6,  Lanes under structure: 3,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 15.8m (51.8ft)

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Structure Number: 50 0327S,  Location: 06-KER-178-R1.90-BKD (Lat: 35.381022,  Lng: -119.011419),  Route carried "under" structure: Spur State highway 178,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 8,500 (year 2010),  Truck Traffic: 2%,  Features Intersected: 24TH STREET
Minimum Vertical Clearance: 7.95m (26.08ft),  Kilometerpoint: 1.900,  Lanes on structure: 2,  Lanes under structure: 3,  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: 50 0328,  Location: 06-KER-178-R3.80-BKD (Lat: 35.389917,  Lng: -118.981383),  Route carried "under" structure: State highway 178,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 51,000 (year 2009),  Truck Traffic: 6%,  Features Intersected: STATE ROUTE 178,  Facility Carried by Structure: BERNARD ST
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 3.800,  Lanes on structure: 4,  Lanes under structure: 6,  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: 50 0329,  Location: 06-KER-178-R4.09-BKD (Lat: 35.392469,  Lng: -118.976422),  Route carried "under" structure: State highway 178,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 51,000 (year 2009),  Truck Traffic: 6%,  Features Intersected: STATE ROUTE 178,  Facility Carried by Structure: HALEY ST
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 4.090,  Lanes on structure: 4,  Lanes under structure: 7,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 29.3m (96.1ft)

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Structure Number: 50 033,  Location: 06-KER-178-R2.74-BKD (Lat: 35.383764,  Lng: -118.997242),  Route carried "under" structure: State highway 178,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 51,000 (year 2009),  Truck Traffic: 6%,  Features Intersected: ST RTE 178,  Facility Carried by Structure: ALTA VISTA DR
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 2.740,  Lanes on structure: 4,  Lanes under structure: 6,  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: 50 0331,  Location: 06-KER-178-R2.81-BKD (Lat: 35.383797,  Lng: -118.996603),  Route carried "under" structure: State highway 178,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 51,000 (year 2009),  Truck Traffic: 6%,  Features Intersected: STATE ROUTE 178,  Facility Carried by Structure: NILES ST
Minimum Vertical Clearance: 6.01m (19.72ft),  Kilometerpoint: 2.810,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 27.7m (90.9ft)

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Structure Number: 50 0332F,  Location: 06-KER-178-R1.97-BKD (Lat: 35.382767,  Lng: -119.010831),  Route carried "under" structure: City street F296,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 7,581 (year 2013),  Truck Traffic: 9%,  Features Intersected: Q STREET,  Facility Carried by Structure: W178-N204 CONNECTR
Minimum Vertical Clearance: 4.80m (15.75ft),  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: 50 0333,  Location: 06-KER-178-R4.59-BKD (Lat: 35.394778,  Lng: -118.967678),  Route carried "under" structure: State highway 178,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 60,000 (year 2009),  Truck Traffic: 6%,  Features Intersected: STATE ROUTE 178,  Facility Carried by Structure: MT VERNON AVE
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 4.590,  Lanes on structure: 5,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 50 0348,  Location: 06-KER-099-9.30 (Lat: 35.150133,  Lng: -118.997453),  Route carried "under" structure: State highway 99,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 45,250 (year 2009),  Truck Traffic: 25%,  Features Intersected: STATE ROUTE 99,  Facility Carried by Structure: HERRING RD
Minimum Vertical Clearance: 4.69m (15.39ft),  Kilometerpoint: 9.300,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.3m (128.9ft)

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Structure Number: 50 0349,  Location: 06-KER-058-R53.52-BKD (Lat: 35.352847,  Lng: -119.019094),  Route carried "under" structure: State highway 58,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 40,500 (year 2016),  Truck Traffic: 29%,  Features Intersected: ROUTE 58,  Facility Carried by Structure: S CHESTER AVE OC
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 53.520,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 33.7m (110.6ft)

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Structure Number: 50 0359L,  Location: 06-KER-058-R59.43 (Lat: 35.352381,  Lng: -118.914461),  Route carried "under" structure: State highway 184,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 14,700 (year 2009),  Truck Traffic: 5%,  Features Intersected: SR 184 (WEEDPATCH HWY),  Facility Carried by Structure: STATE ROUTE 58 WB
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 7.940,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 40.0m (131.2ft)

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Structure Number: 50 0359R,  Location: 06-KER-058-R59.43 (Lat: 35.352031,  Lng: -118.914433),  Route carried "under" structure: State highway 184,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 21,100 (year 2019),  Truck Traffic: 5%,  Features Intersected: SR 184 (WEEDPATCH HWY),  Facility Carried by Structure: STATE ROUTE 58 EB
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 7.930,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 40.5m (132.9ft)

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Structure Number: 50 036,  Location: 06-KER-058-R60.45 (Lat: 35.350878,  Lng: -118.896525),  Route carried "under" structure: State highway 58,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 32,500 (year 2019),  Truck Traffic: 23%,  Features Intersected: SR 58,  Facility Carried by Structure: VINELAND ROAD
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 60.450,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 31.1m (102.0ft)

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Structure Number: 50 0361,  Location: 06-KER-058-R61.51 (Lat: 35.345892,  Lng: -118.878719),  Route carried "under" structure: State highway 58,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 23,000 (year 2009),  Features Intersected: SR 58,  Facility Carried by Structure: EDISON ROAD
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 61.510,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 33.8m (110.9ft)

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Structure Number: 50 0362,  Location: 06-KER-058-R62.53 (Lat: 35.342947,  Lng: -118.860978),  Route carried "under" structure: State highway 58,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 31,000 (year 2019),  Truck Traffic: 23%,  Features Intersected: SR 58,  Facility Carried by Structure: MALAGA ROAD
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 62.530,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 32.9m (107.9ft)

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Structure Number: 50 0363,  Location: 06-KER-058-R63.58 (Lat: 35.338639,  Lng: -118.843236),  Route carried "under" structure: State highway 58,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 21,200 (year 2009),  Features Intersected: SR 58,  Facility Carried by Structure: COMANCHE DRIVE
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 63.580,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 34.1m (111.9ft)

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Structure Number: 50 0364,  Location: 06-KER-058-R64.63 (Lat: 35.334306,  Lng: -118.825353),  Route carried "under" structure: State highway 58,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 26,000 (year 2019),  Truck Traffic: 23%,  Features Intersected: SR 58,  Facility Carried by Structure: TEJON HWY
Minimum Vertical Clearance: 5.10m (16.73ft),  Kilometerpoint: 64.630,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 31.1m (102.0ft)

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Structure Number: 50 0377,  Location: 06-KER-178-R5.60-BKD (Lat: 35.396672,  Lng: -118.949969),  Route carried "under" structure: State highway 178,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 60,000 (year 2009),  Truck Traffic: 6%,  Features Intersected: ST RTE 178,  Facility Carried by Structure: OSWELL ST
Minimum Vertical Clearance: 4.70m (15.42ft),  Kilometerpoint: 5.600,  Lanes on structure: 5,  Lanes under structure: 5,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 34.1m (111.9ft)

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Structure Number: 50 0391,  Location: 06-KER-058-R55.92-BKD (Lat: 35.352722,  Lng: -118.976525),  Route carried "under" structure: State highway 58,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 65,000 (year 2009),  Truck Traffic: 25%,  Features Intersected: SR 58,  Facility Carried by Structure: WASHINGTON STREET
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 55.920,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 35.1m (115.2ft)

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Structure Number: 50 0392L,  Location: 06-KER-058-R56.41 (Lat: 35.353078,  Lng: -118.967814),  Route carried "under" structure: City street ,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 2,000 (year 1998),  Truck Traffic: 3%,  Features Intersected: MT VERNON AVENUE,  Facility Carried by Structure: STATE ROUTE 58 WB
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 46.3m (151.9ft)

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Structure Number: 50 0392R,  Location: 06-KER-058-R56.41 (Lat: 35.352792,  Lng: -118.967819),  Route carried "under" structure: City street ,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 2,000 (year 1998),  Truck Traffic: 3%,  Features Intersected: MT VERNON AVENUE,  Facility Carried by Structure: STATE ROUTE 58 EB
Minimum Vertical Clearance: 4.44m (14.57ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 46.3m (151.9ft)

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Structure Number: 50 0393L,  Location: 06-KER-058-R57.41 (Lat: 35.352306,  Lng: -118.950081),  Route carried "under" structure: County highway F306,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 19,732 (year 2013),  Truck Traffic: 3%,  Features Intersected: OSWELL STREET,  Facility Carried by Structure: STATE ROUTE 58 WB
Minimum Vertical Clearance: 4.45m (14.60ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 46.3m (151.9ft)

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Structure Number: 50 0393R,  Location: 06-KER-058-R57.41 (Lat: 35.352008,  Lng: -118.950081),  Route carried "under" structure: County highway F306,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 19,732 (year 2013),  Truck Traffic: 3%,  Features Intersected: OSWELL STREET,  Facility Carried by Structure: STATE ROUTE 58 EB
Minimum Vertical Clearance: 4.92m (16.14ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 46.5m (152.6ft)

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Structure Number: 50 0394,  Location: 06-KER-058-R57.93 (Lat: 35.352600,  Lng: -118.940922),  Route carried "under" structure: State highway 58,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 58,000 (year 2019),  Truck Traffic: 23%,  Features Intersected: SR 58,  Facility Carried by Structure: STERLING ROAD
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 57.930,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 50 0395,  Location: 06-KER-058-R58.44 (Lat: 35.352639,  Lng: -118.932017),  Route carried "under" structure: State highway 58,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 65,000 (year 2009),  Truck Traffic: 25%,  Features Intersected: SR 58,  Facility Carried by Structure: FAIRFAX ROAD
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 58.440,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 50 0401L,  Location: 06-KER-058-R55.40 (Lat: 35.352469,  Lng: -118.985553),  Route carried "under" structure: County highway F301,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 12,223 (year 2014),  Truck Traffic: 3%,  Features Intersected: COTTONWOOD ROAD,  Facility Carried by Structure: STATE ROUTE 58
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 47.5m (155.8ft)

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Structure Number: 50 0401R,  Location: 06-KER-058-R55.40 (Lat: 35.352206,  Lng: -118.985553),  Route carried "under" structure: County highway F301,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 12,223 (year 2014),  Truck Traffic: 3%,  Features Intersected: COTTONWOOD ROAD,  Facility Carried by Structure: STATE ROUTE 58 EB
Minimum Vertical Clearance: 4.74m (15.55ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 47.3m (155.2ft)

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Structure Number: 50 0403,  Location: 06-KER-058-R52.89-BKD (Lat: 35.352950,  Lng: -119.030089),  Route carried "under" structure: State highway 58,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 45,000 (year 2016),  Truck Traffic: 29%,  Features Intersected: SR 58,  Facility Carried by Structure: HUGHES LANE
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 52.890,  Lanes on structure: 4,  Lanes under structure: 5,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 41.1m (134.8ft)

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Structure Number: 50 0404,  Location: 06-KER-058-R53.39-BKD (Lat: 35.352861,  Lng: -119.021428),  Route carried "under" structure: State highway 58,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 45,000 (year 2016),  Truck Traffic: 29%,  Features Intersected: SR 58,  Facility Carried by Structure: SOUTH H ST
Minimum Vertical Clearance: 5.48m (17.98ft),  Kilometerpoint: 53.390,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 33.8m (110.9ft)

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Structure Number: 50 0405L,  Location: 06-KER-058-R53.91-BKD (Lat: 35.352608,  Lng: -119.012133),  Route carried "under" structure: County highway F296,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 4,500 (year 2016),  Truck Traffic: 2%,  Features Intersected: SOUTH P STREET,  Facility Carried by Structure: STATE ROUTE 58 WB
Minimum Vertical Clearance: 4.59m (15.06ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 38.1m (125.0ft)

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Structure Number: 50 0405R,  Location: 06-KER-058-R53.91-BKD (Lat: 35.352300,  Lng: -119.012139),  Route carried "under" structure: City street F296,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 4,500 (year 2016),  Truck Traffic: 3%,  Features Intersected: SOUTH P STREET,  Facility Carried by Structure: STATE ROUTE 58 EB
Minimum Vertical Clearance: 4.49m (14.73ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 38.1m (125.0ft)

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Structure Number: 50 0406E,  Location: 06-KER-204-R0.03-BKD (Lat: 35.352089,  Lng: -119.002819),  Route carried "under" structure: State highway 58,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 67,000 (year 2019),  Truck Traffic: 29%,  Features Intersected: STATE ROUTE 58,  Facility Carried by Structure: SR 204 (UNION AVE)
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 54.420,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 40.3m (132.2ft)

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Structure Number: 50 0407L,  Location: 06-KER-058-R54.91 (Lat: 35.352508,  Lng: -118.994406),  Route carried "under" structure: County highway F298,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 4,167 (year 2013),  Truck Traffic: 3%,  Features Intersected: MADISON STREET,  Facility Carried by Structure: STATE ROUTE 58
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 38.0m (124.7ft)

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Structure Number: 50 0407R,  Location: 06-KER-058-R54.91 (Lat: 35.352206,  Lng: -118.994411),  Route carried "under" structure: County highway F298,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 4,167 (year 2013),  Truck Traffic: 3%,  Features Intersected: MADISON STREET,  Facility Carried by Structure: STATE ROUTE 58
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 38.1m (125.0ft)