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

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Structure Number: 54 047,  Location: 08-SBD-018-R96.6-VCTV (Lat: 34.506667,  Lng: -117.321667),  Route carried "on" structure: State highway 18,  Year Built: 1975,  Status: Open,  Structure Length: 7.07m (23.20ft),  Average Daily Traffic: 38,000 (year 2000),  Truck Traffic: 9%,  Average Future Daily Traffic: 46,214 (year 2028),  Design Load: HS 20,  Features Intersected: INTERSTATE 15
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 96.600,  Lanes on structure: 5,  Lanes under structure: 8,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.3m (119.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 26.8m (87.9ft)

Condition: Deck: Fair,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 85.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 54 0483,  Location: 08-SBD-015-43.86-VCTV (Lat: 34.548333,  Lng: -117.293333),  Route carried "on" structure: Interstate 15,  Year Built: 1958,  Year Reconstructed: 1971,  Status: Open,  Structure Length: 17.53m (57.51ft),  Average Daily Traffic: 60,000 (year 2006),  Truck Traffic: 24%,  Average Future Daily Traffic: 84,000 (year 2030),  Design Load: HS 20,  Features Intersected: MOJAVE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 43.860,  Lanes on structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 32 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 26.8m (87.9ft),  Out-to-Out Width: 28.0m (91.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 70.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Bituminous

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Structure Number: 54 0484,  Location: 08-SBD-015-43.47-VCTV (Lat: 34.545000,  Lng: -117.300000),  Route carried "on" structure: Interstate 15,  Year Built: 1958,  Year Reconstructed: 1971,  Status: Open,  Structure Length: 11.64m (38.19ft),  Average Daily Traffic: 67,000 (year 2000),  Truck Traffic: 22%,  Average Future Daily Traffic: 184,857 (year 2028),  Design Load: HS 20,  Features Intersected: BNSF RY,UP RR,AMTRAK,ETC
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 43.470,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 31 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 32.6m (107.0ft),  Curb-To-Curb Width: 26.8m (87.9ft),  Out-to-Out Width: 28.0m (91.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 54 0517,  Location: 08-SBD-015-46.4-VCTV (Lat: 34.578333,  Lng: -117.270000),  Route carried "on" structure: Interstate 15,  Year Built: 1958,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 57,000 (year 2006),  Truck Traffic: 24%,  Average Future Daily Traffic: 80,000 (year 2026),  Design Load: HS 20,  Features Intersected: CEMENT COMPANY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.400,  Lanes on structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 48.2m (158.1ft),  Out-to-Out Width: 49.7m (163.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 45.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2008,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 54 0535,  Location: 08-SBD-015-44.4-VCTV (Lat: 34.555000,  Lng: -117.288333),  Route carried "on" structure: County highway ,  Year Built: 1958,  Status: Open,  Structure Length: 5.97m (19.59ft),  Average Daily Traffic: 3,500 (year 1998),  Truck Traffic: 20%,  Average Future Daily Traffic: 4,714 (year 2029),  Design Load: HS 20,  Features Intersected: INTERSTATE 15,  Facility Carried by Structure: STODDARD WELLS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 54 0625,  Location: 08-SBD-015-37.59-VCTV (Lat: 34.470000,  Lng: -117.343333),  Route carried "on" structure: County highway W603,  Year Built: 1965,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 9.14m (29.99ft),  Average Daily Traffic: 60,000 (year 2004),  Truck Traffic: 4%,  Average Future Daily Traffic: 63,760 (year 2030),  Design Load: HS 20,  Features Intersected: INTERSTATE 15,  Facility Carried by Structure: BEAR VALLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 33.5m (109.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 26.8m (87.9ft),  Out-to-Out Width: 30.5m (100.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 54 0626,  Location: 08-SBD-015-42.03-VCTV (Lat: 34.528333,  Lng: -117.315000),  Route carried "on" structure: City street Y535,  Year Built: 1962,  Status: Open,  Structure Length: 6.98m (22.90ft),  Average Daily Traffic: 12,000 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 17,000 (year 2026),  Design Load: HS 20,  Features Intersected: INTERSTATE 15,  Facility Carried by Structure: MOJAVE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.8m (78.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.3m (53.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 54 1118,  Location: 08-SBD-015-41.43-VCTV (Lat: 34.520000,  Lng: -117.318333),  Route carried "on" structure: City street ,  Year Built: 1993,  Status: Open,  Structure Length: 8.96m (29.40ft),  Average Daily Traffic: 12,000 (year 1998),  Truck Traffic: 5%,  Average Future Daily Traffic: 25,144 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 15,  Facility Carried by Structure: ROY ROGERS DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  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: 39.6m (129.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 26.8m (87.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 54C0068,  Location: 2.5 MI NORTH ROUTE I-15 (Lat: 34.574058,  Lng: -117.321458),  Route carried "on" structure: County highway Y479,  Year Built: 1930,  Status: Open,  Structure Length: 17.53m (57.51ft),  Average Daily Traffic: 7,040 (year 2004),  Truck Traffic: 7%,  Average Future Daily Traffic: 8,067 (year 2029),  Design Load: H 15,  Features Intersected: MOJAVE RIVER,  Facility Carried by Structure: NAT TRAILS HWY
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 6,  Length of Maximum Span: 82.3m (270.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 73.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Critical Feature Inspection Date: March 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 54C0099,  Location: 0.1 MI NE "D" ST (Lat: 34.533889,  Lng: -117.287333),  Route carried "on" structure: City street ,  Year Built: 1928,  Status: Open,  Structure Length: 9.57m (31.40ft),  Average Daily Traffic: 20 (year 2008),  Truck Traffic: 40%,  Average Future Daily Traffic: 20 (year 2028),  Design Load: H 15,  Features Intersected: MOJAVE RIVER,  Facility Carried by Structure: MINERAL ROAD
Minimum Vertical Clearance: 4.39m (14.40ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Arch - Thru,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 3,  Length of Maximum Span: 70.1m (230.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.5m (21.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 36.6 metric tons,  Inventory Rating: 26.8 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 54C0547,  Location: 3.8 MI E OF ROUTE I-15 (Lat: 34.470950,  Lng: -117.279250),  Route carried "on" structure: County highway W603,  Year Built: 1979,  Status: Open,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 64,000 (year 2006),  Truck Traffic: 2%,  Average Future Daily Traffic: 80,000 (year 2026),  Design Load: HS 20,  Features Intersected: BNSF RY, AMTRAK, & UP RR,  Facility Carried by Structure: BEAR VALLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 23.5m (77.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.1m (56.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 24.3m (79.7ft)

Condition: Deck: Fair,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 86.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 54 047,  Location: 08-SBD-018-R96.6-VCTV (Lat: 34.506667,  Lng: -117.321667),  Route carried "under" structure: Interstate 15,  Year Built: 1975,  Structure Length: 7.07m (23.20ft),  Average Daily Traffic: 67,000 (year 2000),  Truck Traffic: 22%,  Features Intersected: INTERSTATE 15,  Facility Carried by Structure: STATE HIGHWAY 18
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 4.051,  Lanes on structure: 5,  Lanes under structure: 8,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 36.3m (119.1ft)

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Structure Number: 54 0484,  Location: 08-SBD-015-43.47-VCTV (Lat: 34.545000,  Lng: -117.300000),  Route carried "under" structure: State highway 18,  Year Built: 1958,  Structure Length: 11.64m (38.19ft),  Average Daily Traffic: 36,000 (year 2000),  Truck Traffic: 10%,  Features Intersected: BNSF RY,UP RR,AMTRAK,ETC,  Facility Carried by Structure: INTERSTATE 15
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 9.657,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.6m (107.0ft)

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Structure Number: 54 0484,  Location: 08-SBD-015-43.47-VCTV (Lat: 34.545000,  Lng: -117.300000),  Route carried "under" structure: City street ,  Year Built: 1958,  Structure Length: 11.64m (38.19ft),  Average Daily Traffic: 50 (year 2002),  Truck Traffic: 5%,  Features Intersected: BNSF RY,UP RR,AMTRAK,ETC,  Facility Carried by Structure: INTERSTATE 15
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.6m (107.0ft)

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Structure Number: 54 0535,  Location: 08-SBD-015-44.4-VCTV (Lat: 34.555000,  Lng: -117.288333),  Route carried "under" structure: Interstate 15,  Year Built: 1958,  Structure Length: 5.97m (19.59ft),  Average Daily Traffic: 60,000 (year 2006),  Truck Traffic: 24%,  Features Intersected: INTERSTATE 15,  Facility Carried by Structure: STODDARD WELLS RD
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 0.444,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 20.1m (65.9ft)

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Structure Number: 54 0625,  Location: 08-SBD-015-37.59-VCTV (Lat: 34.470000,  Lng: -117.343333),  Route carried "under" structure: Interstate 15,  Year Built: 1965,  Structure Length: 9.14m (29.99ft),  Average Daily Traffic: 104,000 (year 2006),  Truck Traffic: 18%,  Features Intersected: INTERSTATE 15,  Facility Carried by Structure: BEAR VALLEY ROAD
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 3.759,  Lanes on structure: 7,  Lanes under structure: 7,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: 54 0626,  Location: 08-SBD-015-42.03-VCTV (Lat: 34.528333,  Lng: -117.315000),  Route carried "under" structure: Interstate 15,  Year Built: 1962,  Structure Length: 6.98m (22.90ft),  Average Daily Traffic: 60,000 (year 2006),  Truck Traffic: 24%,  Features Intersected: INTERSTATE 15,  Facility Carried by Structure: MOJAVE DRIVE
Minimum Vertical Clearance: 4.83m (15.85ft),  Kilometerpoint: 4.203,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 23.8m (78.1ft)

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Structure Number: 54 1118,  Location: 08-SBD-015-41.43-VCTV (Lat: 34.520000,  Lng: -117.318333),  Route carried "under" structure: Interstate 15,  Year Built: 1993,  Structure Length: 8.96m (29.40ft),  Average Daily Traffic: 87,000 (year 2006),  Truck Traffic: 22%,  Features Intersected: INTERSTATE 15,  Facility Carried by Structure: ROY ROGERS DRIVE
Minimum Vertical Clearance: 5.51m (18.08ft),  Kilometerpoint: 4.143,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 39.6m (129.9ft)