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

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Structure Number: 50 0139,  Location: 09-KER-058-103.44 (Lat: 35.104417,  Lng: -118.271339),  Route carried "on" structure: State highway 58,  Year Built: 1957,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 40,000 (year 2011),  Truck Traffic: 33%,  Average Future Daily Traffic: 60,170 (year 2040),  Design Load: HS 20,  Features Intersected: LA ROSE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 103.440,  Lanes on structure: 4,  Base Highway Network: Yes (,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 24.8m (81.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 37.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 28.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 50 0201L,  Location: 09-KER-058-R107.61 (Lat: 35.116789,  Lng: -118.201567),  Route carried "on" structure: State highway 58,  Year Built: 1946,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 8.35m (27.40ft),  Average Daily Traffic: 20,000 (year 2011),  Truck Traffic: 33%,  Average Future Daily Traffic: 30,340 (year 2040),  Features Intersected: CACHE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 107.610,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 14.0m (45.9ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Very good,  Operating Rating: 55.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 48 months,  Inspection Date: May 2021,  Critical Feature Inspection Date: March 2021,  Other Special Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 50 0201R,  Location: 09-KER-058-R107.60 (Lat: 35.116686,  Lng: -118.201956),  Route carried "on" structure: State highway 58,  Year Built: 1983,  Status: Open,  Structure Length: 8.23m (27.00ft),  Average Daily Traffic: 20,000 (year 2011),  Truck Traffic: 33%,  Average Future Daily Traffic: 30,340 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CACHE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 107.600,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 6 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.3m (73.2ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  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: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 50 0347,  Location: 09-KER-058-R101.56 (Lat: 35.099700,  Lng: -118.292914),  Route carried "on" structure: County highway ,  Year Built: 1970,  Status: Open,  Structure Length: 6.55m (21.49ft),  Average Daily Traffic: 600 (year 2011),  Truck Traffic: 20%,  Average Future Daily Traffic: 1,216 (year 2040),  Design Load: HS 20,  Features Intersected: STATE ROUTE 58,  Facility Carried by Structure: CAMERON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.4m (116.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 56.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 43.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 50 0386,  Location: 09-KER-014-R9.14 (Lat: 34.951836,  Lng: -118.161553),  Route carried "on" structure: County highway ,  Year Built: 1972,  Status: Open,  Structure Length: 7.53m (24.70ft),  Average Daily Traffic: 200 (year 2014),  Truck Traffic: 9%,  Average Future Daily Traffic: 358 (year 2041),  Design Load: HS 20,  Features Intersected: STATE ROUTE 14,  Facility Carried by Structure: BACKUS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 38.4m (126.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 40.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 50 0387,  Location: 09-KER-014-R12.15 (Lat: 34.995378,  Lng: -118.160075),  Route carried "on" structure: County highway ,  Year Built: 1972,  Status: Open,  Structure Length: 7.53m (24.70ft),  Average Daily Traffic: 20,200 (year 2017),  Truck Traffic: 9%,  Average Future Daily Traffic: 52,360 (year 2041),  Design Load: HS 20,  Features Intersected: STATE ROUTE 14,  Facility Carried by Structure: SILVER QUEEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 38.4m (126.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 50 0402L,  Location: 09-KER-014-R15.33 (Lat: 35.037853,  Lng: -118.169756),  Route carried "on" structure: State highway 14,  Year Built: 1990,  Status: Open,  Structure Length: 19.14m (62.80ft),  Average Daily Traffic: 8,975 (year 2014),  Truck Traffic: 9%,  Average Future Daily Traffic: 31,344 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: UP RR & BNSF RY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.330,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 56.4m (185.0ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.3m (40.4ft)

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

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Structure Number: 50 0402R,  Location: 09-KER-014-R15.30 (Lat: 35.037492,  Lng: -118.169597),  Route carried "on" structure: State highway 14,  Year Built: 1972,  Status: Open,  Structure Length: 19.02m (62.40ft),  Average Daily Traffic: 8,975 (year 2017),  Truck Traffic: 9%,  Average Future Daily Traffic: 31,344 (year 2041),  Design Load: HS 20,  Features Intersected: UP RR & BNSF RY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.300,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 59.1m (193.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 56.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 34.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 50 0453,  Location: 09-KER-014-R9.30 (Lat: 34.955094,  Lng: -118.160500),  Route carried "on" structure: State highway 14,  Year Built: 1972,  Status: Open,  Structure Length: 0.90m (2.95ft),  Average Daily Traffic: 17,600 (year 2014),  Truck Traffic: 14%,  Average Future Daily Traffic: 53,276 (year 2041),  Features Intersected: BACKUS ROAD DRAIN NO. 1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.300,  Lanes on structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 13 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 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 24 months,  Inspection Date: April 2021

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Structure Number: 50 0453Y,  Location: 09-KER-014-R9.30 (Lat: 34.954922,  Lng: -118.159778),  Route carried "on" structure: ServiceState highway 14,  Year Built: 1972,  Status: Open,  Structure Length: 0.90m (2.95ft),  Average Daily Traffic: 50 (year 2014),  Truck Traffic: 2%,  Average Future Daily Traffic: 104 (year 2041),  Features Intersected: BACKUS ROAD DRAIN NO. 1,  Facility Carried by Structure: EAST FRONTAGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.300,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 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 24 months,  Inspection Date: April 2021

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Structure Number: 50 0454,  Location: 09-KER-014-R9.80 (Lat: 34.962539,  Lng: -118.160075),  Route carried "on" structure: State highway 14,  Year Built: 1972,  Status: Open,  Structure Length: 0.90m (2.95ft),  Average Daily Traffic: 17,600 (year 2014),  Truck Traffic: 14%,  Average Future Daily Traffic: 53,276 (year 2041),  Features Intersected: BACKUS ROAD DRAIN NO. 2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.800,  Lanes on structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 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 24 months,  Inspection Date: April 2021

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Structure Number: 50 0455,  Location: 09-KER-014-R11.30 (Lat: 34.984206,  Lng: -118.158839),  Route carried "on" structure: State highway 14,  Year Built: 1972,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 20,200 (year 2017),  Truck Traffic: 14%,  Average Future Daily Traffic: 62,617 (year 2041),  Features Intersected: SILVER QUEEN RD DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.300,  Lanes on structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 13 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.2m (7.2ft)

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 24 months,  Inspection Date: April 2021

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Structure Number: 50 0492,  Location: 09-KER-058-M116.37 (Lat: 35.038261,  Lng: -118.106653),  Route carried "on" structure: Business County highway ,  Year Built: 2003,  Status: Open,  Structure Length: 8.15m (26.74ft),  Average Daily Traffic: 1,300 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,890 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 58,  Facility Carried by Structure: BUSINESS 58 EAST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 27.0m (88.6ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 41.0m (134.5ft),  Curb-To-Curb Width: 27.0m (88.6ft),  Out-to-Out Width: 28.1m (92.2ft)

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

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Structure Number: 50 0494L,  Location: 09-KER-058-M108.47 (Lat: 35.115339,  Lng: -118.186361),  Route carried "on" structure: State highway 58,  Year Built: 2003,  Status: Open,  Structure Length: 8.14m (26.71ft),  Average Daily Traffic: 19,900 (year 2011),  Truck Traffic: 35%,  Average Future Daily Traffic: 28,755 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: LA DWP WEST AQUEDUCT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 108.470,  Lanes on structure: 3,  Base Highway Network: Yes (,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.3m (106.0ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 17.9m (58.7ft)

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: 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: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 50 0494R,  Location: 09-KER-058-M108.47 (Lat: 35.115150,  Lng: -118.186378),  Route carried "on" structure: State highway 58,  Year Built: 2003,  Status: Open,  Structure Length: 8.15m (26.74ft),  Average Daily Traffic: 14,050 (year 2011),  Truck Traffic: 35%,  Average Future Daily Traffic: 20,302 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: LA DWP WEST AQUEDUCT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 108.470,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 11.7m (38.4ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.3m (106.0ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.8m (42.0ft)

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: 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: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 50 0495R,  Location: 09-KER-058-M111.78 (Lat: 35.093894,  Lng: -118.134294),  Route carried "on" structure: State highway 58,  Year Built: 2003,  Status: Open,  Structure Length: 7.70m (25.26ft),  Average Daily Traffic: 17,000 (year 2011),  Truck Traffic: 35%,  Average Future Daily Traffic: 24,565 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: UNION PACIFIC RR (UP RR)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 111.780,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 11.7m (38.4ft),  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: 30.8m (101.0ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.8m (42.0ft)

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: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 50 0496,  Location: 09-KER-058-M108.90 (Lat: 35.114122,  Lng: -118.179042),  Route carried "on" structure: County highway ,  Year Built: 2003,  Status: Open,  Structure Length: 7.57m (24.84ft),  Average Daily Traffic: 4,000 (year 2011),  Truck Traffic: 35%,  Average Future Daily Traffic: 5,780 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 58,  Facility Carried by Structure: BUSINESS ROUTE 58
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 27.0m (88.6ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 38.0m (124.7ft),  Curb-To-Curb Width: 27.0m (88.6ft),  Out-to-Out Width: 28.1m (92.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 35.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 50 0497K,  Location: 09-KER-058-M108.60 (Lat: 35.115036,  Lng: -118.183964),  Route carried "on" structure: Ramp State highway 58,  Year Built: 2003,  Status: Open,  Structure Length: 7.90m (25.92ft),  Average Daily Traffic: 3,100 (year 2011),  Truck Traffic: 35%,  Average Future Daily Traffic: 4,479 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: LA DWP EAST AQUEDUCT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 108.600,  Lanes on structure: 1,  Base Highway Network: Yes (,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 7.2m (23.6ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.3m (106.0ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 8.3m (27.2ft)

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: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 50 0497L,  Location: 09-KER-058-M108.60 (Lat: 35.114911,  Lng: -118.183983),  Route carried "on" structure: State highway 58,  Year Built: 2003,  Status: Open,  Structure Length: 7.96m (26.12ft),  Average Daily Traffic: 14,000 (year 2011),  Truck Traffic: 35%,  Average Future Daily Traffic: 20,230 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: LA DWP EAST AQUEDUCT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 108.600,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 11.7m (38.4ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.3m (106.0ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.8m (42.0ft)

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: 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: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 50 0497R,  Location: 09-KER-058-M108.60 (Lat: 35.114694,  Lng: -118.184006),  Route carried "on" structure: State highway 58,  Year Built: 2003,  Status: Open,  Structure Length: 7.97m (26.15ft),  Average Daily Traffic: 17,000 (year 2011),  Truck Traffic: 35%,  Average Future Daily Traffic: 24,565 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: LA DWP EAST AQUEDUCT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 108.600,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 3),  Owner: State 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: 3,  Length of Maximum Span: 32.4m (106.3ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.8m (42.0ft)

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: 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: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 50 0497S,  Location: 09-KER-058-M108.60 (Lat: 35.114589,  Lng: -118.184019),  Route carried "on" structure: Ramp State highway 58,  Year Built: 2003,  Status: Open,  Structure Length: 8.25m (27.07ft),  Average Daily Traffic: 3,650 (year 2011),  Truck Traffic: 35%,  Average Future Daily Traffic: 5,275 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: LA DWP EAST AQUEDUCT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 108.600,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.2m (23.6ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.6m (110.2ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 8.3m (27.2ft)

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: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 50 0508,  Location: 09-KER-014-16.40 (Lat: 35.070097,  Lng: -118.173389),  Route carried "on" structure: State highway 14,  Year Built: 2008,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 10,700 (year 2017),  Truck Traffic: 10%,  Average Future Daily Traffic: 37,265 (year 2041),  Features Intersected: GREGORY DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.400,  Lanes on structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 23.1m (75.8ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.5m (4.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.2m (0.7ft)

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 24 months,  Inspection Date: April 2021

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Structure Number: 50 0509,  Location: 09-KER-014-16.45 (Lat: 35.070508,  Lng: -118.172969),  Route carried "on" structure: State highway 14,  Year Built: 2008,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 10,700 (year 2017),  Truck Traffic: 10%,  Average Future Daily Traffic: 37,265 (year 2041),  Features Intersected: RENATA DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.450,  Lanes on structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 22.8m (74.8ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.5m (4.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.2m (0.7ft)

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 24 months,  Inspection Date: April 2021

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Structure Number: 50C0099,  Location: 1.8 MI W OF SR 58 (Lat: 35.096031,  Lng: -118.304736),  Route carried "on" structure: County highway ,  Year Built: 1972,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 250 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 435 (year 2040),  Design Load: HS 20,  Features Intersected: CACHE CREEK,  Facility Carried by Structure: CAMERON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 51.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: High priority of corrective action,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 50C0373,  Location: 5 MI NORTH OF MOJAVE (Lat: 35.117747,  Lng: -118.177100),  Route carried "on" structure: County highway ,  Year Built: 2003,  Status: Open,  Structure Length: 7.60m (24.93ft),  Average Daily Traffic: 5,000 (year 2008),  Truck Traffic: 3%,  Average Future Daily Traffic: 7,481 (year 2043),  Design Load: HS 20+Mod,  Features Intersected: CACHE CREEK,  Facility Carried by Structure: RANDSBURG CUTOFF
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: 27.0m (88.6ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.0m (128.0ft),  Curb-To-Curb Width: 27.0m (88.6ft),  Out-to-Out Width: 28.1m (92.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  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: November 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 50C0412,  Location: 350 FT WEST OF ROUTE 14 (Lat: 35.058461,  Lng: -118.176653),  Route carried "on" structure: City street ,  Year Built: 1999,  Status: Open,  Structure Length: 12.32m (40.42ft),  Average Daily Traffic: 3,100 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,886 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: UP RR & BNSF RY, SR 14,  Facility Carried by Structure: OAK CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 28.9m (94.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.0m (49.2ft)

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

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Structure Number: 50 0347,  Location: 09-KER-058-R101.56 (Lat: 35.099700,  Lng: -118.292914),  Route carried "under" structure: State highway 58,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 40,000 (year 2011),  Truck Traffic: 33%,  Features Intersected: STATE ROUTE 58,  Facility Carried by Structure: CAMERON ROAD
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 101.560,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 35.4m (116.1ft)

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Structure Number: 50 0386,  Location: 09-KER-014-R9.14 (Lat: 34.951836,  Lng: -118.161553),  Route carried "under" structure: State highway 14,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 39,000 (year 2014),  Truck Traffic: 18%,  Features Intersected: STATE ROUTE 14,  Facility Carried by Structure: BACKUS ROAD
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 9.140,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 38.4m (126.0ft)

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Structure Number: 50 0387,  Location: 09-KER-014-R12.15 (Lat: 34.995378,  Lng: -118.160075),  Route carried "under" structure: State highway 14,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 17,950 (year 2014),  Truck Traffic: 9%,  Features Intersected: STATE ROUTE 14,  Facility Carried by Structure: SILVER QUEEN ROAD
Minimum Vertical Clearance: 5.38m (17.65ft),  Kilometerpoint: 12.150,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 38.4m (126.0ft)

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Structure Number: 50 0492,  Location: 09-KER-058-M116.37 (Lat: 35.038261,  Lng: -118.106653),  Route carried "under" structure: State highway 58,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 31,000 (year 2011),  Truck Traffic: 37%,  Features Intersected: STATE ROUTE 58
Minimum Vertical Clearance: 5.84m (19.16ft),  Kilometerpoint: 116.370,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 41.0m (134.5ft)

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Structure Number: 50 0496,  Location: 09-KER-058-M108.90 (Lat: 35.114122,  Lng: -118.179042),  Route carried "under" structure: State highway 58,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 39,500 (year 2011),  Truck Traffic: 35%,  Features Intersected: STATE ROUTE 58
Minimum Vertical Clearance: 6.22m (20.41ft),  Kilometerpoint: 108.900,  Lanes on structure: 3,  Lanes under structure: 4,  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: 50C0412,  Location: 350 FT WEST OF ROUTE 14 (Lat: 35.058461,  Lng: -118.176653),  Route carried "under" structure: Business State highway 14,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 33,400 (year 2009),  Truck Traffic: 24%,  Features Intersected: UP RR & BNSF RY, SR 14,  Facility Carried by Structure: OAK CREEK ROAD
Minimum Vertical Clearance: 5.71m (18.73ft),  Kilometerpoint: 16.860,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 28.9m (94.8ft)