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

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Structure Number: 50C0332,  Location: 2 MI NORTH OF SR 58 (Lat: 35.412419,  Lng: -119.109606),  Route carried "on" structure: City street ,  Year Built: 2003,  Status: Open,  Structure Length: 2.20m (7.22ft),  Average Daily Traffic: 6,500 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,213 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: FRIANT-KERN CANAL,  Facility Carried by Structure: CALLOWAY DR, OLIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 12,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.0m (65.6ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.8m (25.6ft)

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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2018

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Structure Number: 50C0334,  Location: W OF CALLOWAY DRIVE (Lat: 35.413156,  Lng: -119.112194),  Route carried "on" structure: Business City street ,  Year Built: 2003,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 5,000 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,213 (year 2037),  Design Load: HS 20,  Features Intersected: CALLOWAY CANAL,  Facility Carried by Structure: OLIVE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 24.0m (78.7ft),  Skew: 24 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.0m (13.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2018

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Structure Number: 50C0335,  Location: ASHE ROAD AT HARRIS ROAD (Lat: 35.303031,  Lng: -119.074294),  Route carried "on" structure: Business City street ,  Year Built: 1995,  Status: Open,  Structure Length: 1.60m (5.25ft),  Average Daily Traffic: 16,000 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 30,182 (year 2038),  Features Intersected: ARVIN-EDISON CANAL,  Facility Carried by Structure: ASHE RD &HARRIS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.0m (62.3ft),  Skew: 26 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.8m (22.3ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

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 2018

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Structure Number: 50C0336,  Location: S OF IVY TRAE LANE (Lat: 35.292272,  Lng: -119.011806),  Route carried "on" structure: Business City street ,  Year Built: 2002,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 5,000 (year 2014),  Truck Traffic: 3%,  Average Future Daily Traffic: 7,213 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: ARVIN-EDISON CANAL,  Facility Carried by Structure: MONITOR STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.5m (50.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very 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: 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: December 2018,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 50C0337,  Location: AT RIVER RUN AVE (Lat: 35.340089,  Lng: -119.139200),  Route carried "on" structure: Business City street ,  Year Built: 2002,  Status: Open,  Structure Length: 1.88m (6.17ft),  Average Daily Traffic: 6,000 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 9,181 (year 2038),  Design Load: HS 20,  Features Intersected: KERN RIVER CANAL,  Facility Carried by Structure: MING AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.9m (58.7ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.8m (12.5ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  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 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 2018

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Structure Number: 50C0338,  Location: SOUTH OF OLIVE DRIVE (Lat: 35.398236,  Lng: -119.102072),  Route carried "on" structure: Business City street ,  Year Built: 1994,  Status: Open,  Structure Length: 2.47m (8.10ft),  Average Daily Traffic: 26,000 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 30,912 (year 2038),  Design Load: HS 20,  Features Intersected: FRIANT-KERN CANAL,  Facility Carried by Structure: HAGEMAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.7m (81.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 25.0m (82.0ft),  Out-to-Out Width: 29.9m (98.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Very 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,  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

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Structure Number: 50C0339,  Location: 0.5 MI WEST OF COFFEE RD (Lat: 35.398006,  Lng: -119.102508),  Route carried "on" structure: Business City street ,  Year Built: 1994,  Status: Open,  Structure Length: 1.06m (3.48ft),  Average Daily Traffic: 26,000 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 30,912 (year 2038),  Features Intersected: CALLOWAY CANAL,  Facility Carried by Structure: HAGEMAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.7m (15.4ft)

Condition: Channel: 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,  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

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Structure Number: 50C034,  Location: JUST EAST OF COFFEE RD (Lat: 35.380539,  Lng: -119.091511),  Route carried "on" structure: Business City street ,  Year Built: 1996,  Status: Open,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 3,000 (year 2011),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,152 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: FRIANT-KERN CANAL,  Facility Carried by Structure: JET WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.2m (76.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Very 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,  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

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Structure Number: 50C0342R,  Location: WEST OF COFFEE ROAD (Lat: 35.441186,  Lng: -119.095200),  Route carried "on" structure: Business City street ,  Year Built: 2010,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 9,723 (year 2016),  Truck Traffic: 3%,  Average Future Daily Traffic: 14,894 (year 2039),  Design Load: HL 93,  Features Intersected: LERDO (BEARDSLEY) CANAL,  Facility Carried by Structure: 7TH STANDARD RD EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.9m (58.7ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  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: December 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 50C0343R,  Location: WEST OF VERDUGO ROAD (Lat: 35.441386,  Lng: -119.122892),  Route carried "on" structure: Business City street ,  Year Built: 2010,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 9,723 (year 2013),  Truck Traffic: 3%,  Average Future Daily Traffic: 14,894 (year 2039),  Design Load: HL 93,  Features Intersected: FRIANT-KERN CANAL,  Facility Carried by Structure: 7TH STANDARD RD EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.9m (58.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  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: December 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 50C0344R,  Location: WEST OF CALLOWAY ROAD (Lat: 35.441403,  Lng: -119.130186),  Route carried "on" structure: Business City street ,  Year Built: 2010,  Status: Open,  Structure Length: 2.68m (8.79ft),  Average Daily Traffic: 9,723 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 14,894 (year 2039),  Design Load: HL 93,  Features Intersected: CALLOWAY CANAL,  Facility Carried by Structure: 7TH STANDARD RD EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.9m (58.7ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  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: December 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 50C0346,  Location: NORTH OF KERN RIVER (Lat: 35.371189,  Lng: -119.065786),  Route carried "on" structure: Business City street ,  Year Built: 2011,  Status: Open,  Structure Length: 7.50m (24.61ft),  Average Daily Traffic: 18,843 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 26,830 (year 2038),  Design Load: HL 93,  Features Intersected: WESTSIDE PARKWAY,  Facility Carried by Structure: MOHAWK STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 37.9m (124.3ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 25.0m (82.0ft),  Out-to-Out Width: 32.7m (107.3ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 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: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 50C0347,  Location: NEAR BRIMHALL ROAD (Lat: 35.368233,  Lng: -119.087694),  Route carried "on" structure: Business City street ,  Year Built: 2011,  Status: Open,  Structure Length: 5.26m (17.26ft),  Average Daily Traffic: 20,530 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 30,182 (year 2041),  Design Load: HL 93,  Features Intersected: FRIANT-KERN CANAL,  Facility Carried by Structure: WESTSIDE PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 49.8m (163.4ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.9m (107.9ft),  Curb-To-Curb Width: 50.4m (165.4ft),  Out-to-Out Width: 51.2m (168.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 50C0348,  Location: NEAR BRIMHALL ROAD (Lat: 35.368722,  Lng: -119.087689),  Route carried "on" structure: Business City street ,  Year Built: 2011,  Status: Open,  Structure Length: 5.27m (17.29ft),  Average Daily Traffic: 5,150 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 6,244 (year 2041),  Design Load: HL 93,  Features Intersected: FRIANT-KERN CANAL,  Facility Carried by Structure: WESTSIDEPKY OFFRMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.0m (108.3ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 50C0349,  Location: NORTH OF KERN RIVER (Lat: 35.366439,  Lng: -119.092308),  Route carried "on" structure: Alternate City street ,  Year Built: 2010,  Status: Open,  Structure Length: 5.92m (19.42ft),  Average Daily Traffic: 20,000 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 30,605 (year 2038),  Design Load: HL 93,  Features Intersected: WESTSIDE PARKWAY,  Facility Carried by Structure: COFFEE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 56.5m (185.4ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.2m (108.9ft),  Curb-To-Curb Width: 56.5m (185.4ft),  Out-to-Out Width: 58.6m (192.3ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 50C035,  Location: 0.6 MI NORTH OF STOCKDALE (Lat: 35.361431,  Lng: -119.115797),  Route carried "on" structure: Business City street ,  Year Built: 2011,  Status: Open,  Structure Length: 8.88m (29.13ft),  Average Daily Traffic: 26,177 (year 2010),  Truck Traffic: 8%,  Average Future Daily Traffic: 37,389 (year 2038),  Design Load: HL 93,  Features Intersected: WESTSIDE PARKWAY,  Facility Carried by Structure: CALLOWAY DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 32.9m (107.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 88.8m (291.3ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 5.8m (19.0ft),  Curb-To-Curb Width: 32.9m (107.9ft),  Out-to-Out Width: 40.4m (132.5ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 50C0351,  Location: 0.8 MI NORTH OF STOCKDALE (Lat: 35.361564,  Lng: -119.128017),  Route carried "on" structure: Business City street ,  Year Built: 2011,  Status: Open,  Structure Length: 6.74m (22.11ft),  Average Daily Traffic: 6,122 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 8,569 (year 2038),  Design Load: HL 93,  Features Intersected: WESTSIDE PARKWAY,  Facility Carried by Structure: JEWETTA AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.0m (111.5ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 22.2m (72.8ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 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: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 50C0352,  Location: 0.4 MI N STOCKDALE HWY (Lat: 35.359278,  Lng: -119.163111),  Route carried "on" structure: City street ,  Year Built: 2015,  Status: Open,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 2,012 (year 2016),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,000 (year 2038),  Design Load: HL 93,  Features Intersected: WESTSIDE PARKWAY,  Facility Carried by Structure: RENFRO ROAD
Minimum Vertical Clearance: 5.57m (18.27ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.1m (115.2ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 27.9m (91.5ft),  Out-to-Out Width: 32.2m (105.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 50C0353,  Location: 0.5 MI SOUTH OF STOCKDALE (Lat: 35.346278,  Lng: -119.145033),  Route carried "on" structure: City street ,  Year Built: 2009,  Status: Open,  Structure Length: 17.88m (58.66ft),  Average Daily Traffic: 12,766 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 15,303 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: KERN RIVER,  Facility Carried by Structure: ALLEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 23 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 16,  Length of Maximum Span: 11.2m (36.7ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 31.2m (102.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  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,  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,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 50C0354,  Location: 0.17 MI NORTH OF TRUXTUN (Lat: 35.366636,  Lng: -119.065708),  Route carried "on" structure: City street ,  Year Built: 2011,  Status: Open,  Structure Length: 21.79m (71.49ft),  Average Daily Traffic: 18,843 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 28,297 (year 2043),  Design Load: HL 93,  Features Intersected: KERN RIVER,  Facility Carried by Structure: MOHAWK STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 32 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 22,  Length of Maximum Span: 10.1m (33.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 25.0m (82.0ft),  Out-to-Out Width: 31.4m (103.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 50C0355,  Location: MOHAWK (Lat: 35.375969,  Lng: -119.065758),  Route carried "on" structure: Business City street ,  Year Built: 2011,  Status: Open,  Structure Length: 3.75m (12.30ft),  Average Daily Traffic: 18,843 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 28,109 (year 2043),  Design Load: HL 93,  Features Intersected: BNSF RAILROAD TRACKS,  Facility Carried by Structure: MOHAWK STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.1m (118.4ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 25.0m (82.0ft),  Out-to-Out Width: 30.0m (98.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 50C0356,  Location: NORTH OF KERN RIVER (Lat: 35.369344,  Lng: -119.065486),  Route carried "on" structure: Business City street ,  Year Built: 2011,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 18,843 (year 2011),  Truck Traffic: 8%,  Average Future Daily Traffic: 26,830 (year 2038),  Features Intersected: CROSS VALLEY CANAL,  Facility Carried by Structure: MOHAWK STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 30.0m (98.4ft),  Skew: 21 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  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 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: 50C0357K,  Location: WEST OF TRUXTUN AVE (Lat: 35.371700,  Lng: -119.060778),  Route carried "on" structure: City street ,  Year Built: 2013,  Status: Open,  Structure Length: 23.57m (77.33ft),  Average Daily Traffic: 1,000 (year 2016),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,500 (year 2040),  Design Load: HL 93,  Features Intersected: KERN RIVER,  Facility Carried by Structure: WESTSIDE PARKWAY
Minimum Vertical Clearance: 5.51m (18.08ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.8m (38.7ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 50C0357S,  Location: 0.2 MI NW TRUXTUN AVE (Lat: 35.371244,  Lng: -119.061517),  Route carried "on" structure: City street ,  Year Built: 2013,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 20.76m (68.11ft),  Average Daily Traffic: 1,200 (year 2016),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,500 (year 2040),  Design Load: HL 93,  Features Intersected: KERN RIVER,  Facility Carried by Structure: WESTSIDE PARKWAY
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: 54.8m (179.8ft),  Skew: 33 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 38.3m (125.7ft),  Curb-To-Curb Width: 54.8m (179.8ft),  Out-to-Out Width: 57.5m (188.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  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,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 50C0358,  Location: NE OF COMMERCIAL WAY (Lat: 35.370117,  Lng: -119.058342),  Route carried "on" structure: Business City street ,  Year Built: 2012,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 4.19m (13.75ft),  Average Daily Traffic: 20,000 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 27,545 (year 2038),  Features Intersected: TRUXTUN AVENUE,  Facility Carried by Structure: WESTSIDE PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 56.1m (184.1ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 40.5m (132.9ft),  Curb-To-Curb Width: 56.1m (184.1ft),  Out-to-Out Width: 59.4m (194.9ft)

Condition: Deck: Good,  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,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 50C0359,  Location: S OF RTE 204, E OF RTE 99 (Lat: 35.396414,  Lng: -119.038714),  Route carried "on" structure: Business City street ,  Year Built: 2006,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 1,000 (year 2012),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,613 (year 2043),  Features Intersected: CALLOWAY CANAL,  Facility Carried by Structure: ARROW STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.1m (13.5ft)

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,  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: 50C036,  Location: E WESTSIDE, W COFFEE RD (Lat: 35.364628,  Lng: -119.093431),  Route carried "on" structure: Business City street ,  Year Built: 2012,  Status: Open,  Structure Length: 1.00m (3.28ft),  Average Daily Traffic: 1,050 (year 2012),  Truck Traffic: 9%,  Average Future Daily Traffic: 2,500 (year 2039),  Features Intersected: CROSS VALLEY CANAL,  Facility Carried by Structure: WESTSIDECOFFEE RMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 30.0m (98.4ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 3.3m (10.8ft)

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,  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: 50C0361,  Location: SOUTH OF SNYDER LANE (Lat: 35.351708,  Lng: -119.011717),  Route carried "on" structure: Business City street ,  Year Built: 2004,  Status: Open,  Structure Length: 0.65m (2.13ft),  Average Daily Traffic: 4,521 (year 2015),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,917 (year 2043),  Features Intersected: KERN ISLAND CNL CNTRL BR,  Facility Carried by Structure: SOUTH P STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.0m (55.8ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.8m (9.2ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 23.0m (75.5ft)

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: 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: December 2021

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Structure Number: 50C0372,  Location: 1.8 MI W CALLOWAY DR (Lat: 35.360889,  Lng: -119.145322),  Route carried "on" structure: City street ,  Year Built: 2013,  Status: Open,  Structure Length: 5.09m (16.70ft),  Average Daily Traffic: 1,000 (year 2016),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,000 (year 2038),  Design Load: HL 93,  Features Intersected: WESTSIDE PARKWAY,  Facility Carried by Structure: ALLEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 7,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 34.4m (112.9ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.3m (92.8ft),  Curb or Sidewalk Widths: Left: 3.8m (12.5ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 34.4m (112.9ft),  Out-to-Out Width: 37.9m (124.3ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 50C0374,  Location: 0.8 MI W CALLOWAY DR (Lat: 35.426814,  Lng: -119.125222),  Route carried "on" structure: Business City street ,  Year Built: 2007,  Status: Open,  Structure Length: 1.30m (4.27ft),  Average Daily Traffic: 5,253 (year 2008),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,545 (year 2040),  Features Intersected: CALLOWAY CANAL,  Facility Carried by Structure: SNOW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.4m (40.7ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 13,  Length of Maximum Span: 13.0m (42.7ft),  Curb-To-Curb Width: 24.8m (81.4ft),  Out-to-Out Width: 38.0m (124.7ft)

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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2018

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Structure Number: 50C0375,  Location: 0.6 M WEST OF CALLOWAY DR (Lat: 35.426869,  Lng: -119.121667),  Route carried "on" structure: County highway ,  Year Built: 2007,  Status: Open,  Structure Length: 2.30m (7.55ft),  Average Daily Traffic: 5,240 (year 2010),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,551 (year 2042),  Features Intersected: FRIANT-KERN CANAL,  Facility Carried by Structure: SNOW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 28.0m (91.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.0m (75.5ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 28.0m (91.9ft),  Out-to-Out Width: 33.1m (108.6ft)

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 48 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 50C0376,  Location: EAST OF "R" STREET (Lat: 35.374142,  Lng: -119.009294),  Route carried "on" structure: Business City street ,  Year Built: 2008,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 200 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 324 (year 2043),  Features Intersected: KERN ISLAND CANAL,  Facility Carried by Structure: 17TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.0m (16.4ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 0.0m,  Curb-To-Curb Width: 5.0m (16.4ft),  Out-to-Out Width: 8.2m (26.9ft)

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: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2021

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Structure Number: 50C0377,  Location: EAST OF 'R' STREET (Lat: 35.375131,  Lng: -119.008564),  Route carried "on" structure: Business City street ,  Year Built: 2008,  Status: Open,  Structure Length: 0.74m (2.43ft),  Average Daily Traffic: 5,000 (year 2010),  Truck Traffic: 3%,  Average Future Daily Traffic: 7,582 (year 2043),  Features Intersected: KERN ISLAND CANAL,  Facility Carried by Structure: 18TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.4m (24.3ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 13.0m (42.7ft)

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: Meets minimum limits,  Waterway Adequacy: Better than present minimum 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: 50C0383,  Location: SOUTH OF TRUXTUN AVENUE (Lat: 35.371567,  Lng: -119.010711),  Route carried "on" structure: ServiceCity street ,  Year Built: 1999,  Status: Open,  Structure Length: 2.86m (9.38ft),  Average Daily Traffic: 100 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 153 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: Q STREET,  Facility Carried by Structure: PARKING LOT ACCESS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.5m (24.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.0m (91.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 8.5m (27.9ft)

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: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 50C0384,  Location: 0.46 MI SOUTH OF SR 58 (Lat: 35.376064,  Lng: -119.093564),  Route carried "on" structure: City street ,  Year Built: 1999,  Status: Open,  Structure Length: 6.49m (21.29ft),  Average Daily Traffic: 51,375 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 82,299 (year 2043),  Design Load: HS 20+Mod,  Features Intersected: BNSF,AMTRAK, FRONTAGE RD,  Facility Carried by Structure: COFFEE ROAD
Minimum Vertical Clearance: 7.15m (23.46ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 26.2m (86.0ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.5m (83.7ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 25.0m (82.0ft),  Out-to-Out Width: 28.9m (94.8ft)

Condition: Deck: Fair,  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: Somewhat better than minimum adequacy,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 50C0387,  Location: 0.1 MI WEST OF SR99 (Lat: 35.440931,  Lng: -119.087483),  Route carried "on" structure: County highway ,  Year Built: 2010,  Status: Open,  Structure Length: 5.91m (19.39ft),  Average Daily Traffic: 17,500 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 22,594 (year 2038),  Design Load: HL 93,  Features Intersected: UP RR TRACKS,  Facility Carried by Structure: 7TH STANDARD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 26.1m (85.6ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.0m (85.3ft),  Curb-To-Curb Width: 26.1m (85.6ft),  Out-to-Out Width: 30.3m (99.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 50C0388,  Location: 0.4 MI NORTH OF STOCKDALE (Lat: 35.348722,  Lng: -119.145050),  Route carried "on" structure: City street ,  Year Built: 2010,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 12,766 (year 2017),  Truck Traffic: 8%,  Average Future Daily Traffic: 15,303 (year 2039),  Features Intersected: CROSS VALLEY CANAL,  Facility Carried by Structure: ALLEN ROAD
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: 30.0m (98.4ft),  Skew: 23 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

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,  Waterway Adequacy: Better than present minimum 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: 50C039,  Location: 0.3 MI N OF ROSAMOND BLVD (Lat: 34.867694,  Lng: -118.432214),  Route carried "on" structure: ServiceCity street ,  Year Built: 2012,  Status: Open,  Structure Length: 2.18m (7.15ft),  Average Daily Traffic: 300 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 512 (year 2038),  Design Load: HL 93,  Features Intersected: DWP PIPELINE,  Facility Carried by Structure: 170TH STREET WEST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior 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

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Structure Number: 50C0393L,  Location: 0.2 MI EAST SR 99 (Lat: 35.382236,  Lng: -119.041250),  Route carried "on" structure: City street ,  Year Built: 1993,  Status: Open,  Structure Length: 11.19m (36.71ft),  Average Daily Traffic: 26,000 (year 2015),  Truck Traffic: 9%,  Average Future Daily Traffic: 29,368 (year 2043),  Design Load: HS 20+Mod,  Features Intersected: KERN RIVER,  Facility Carried by Structure: ROSEDALE HWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.4m (50.5ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 37.8m (124.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 15.4m (50.5ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 50C0393R,  Location: 0.2 MI EAST RTE 99 (Lat: 35.382097,  Lng: -119.041425),  Route carried "on" structure: City street ,  Year Built: 1963,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 10.94m (35.89ft),  Average Daily Traffic: 26,000 (year 2013),  Truck Traffic: 9%,  Average Future Daily Traffic: 29,368 (year 2043),  Design Load: HS 20+Mod,  Features Intersected: KERN RIVER,  Facility Carried by Structure: ROSEDALE HWY
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: 17.7m (58.1ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 19.6m (64.3ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 69.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.8 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place