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

Find on map >>   Show street view

Structure Number: 54 0307,  Location: 08-SBD-018-95.35 (Lat: 34.533892,  Lng: -117.286786),  Route carried "on" structure: State highway 18,  Year Built: 1962,  Status: Open,  Structure Length: 13.62m (44.69ft),  Average Daily Traffic: 42,000 (year 2017),  Truck Traffic: 12%,  Average Future Daily Traffic: 55,000 (year 2040),  Design Load: HS 20,  Features Intersected: BNSF RY,UP,AMTRAK,MOJAVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 95.350,  Lanes on structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 17.6m (57.7ft),  Skew: 39 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 17.6m (57.7ft),  Out-to-Out Width: 22.5m (73.8ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 78.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.0 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: High priority of corrective action,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 48 months,  Inspection Date: November 2020,  Other Special Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 54 0483,  Location: 08-SBD-015-43.86-VCTV (Lat: 34.548414,  Lng: -117.295392),  Route carried "on" structure: Interstate 15,  Year Built: 1958,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 17.53m (57.51ft),  Average Daily Traffic: 63,000 (year 2017),  Truck Traffic: 24%,  Average Future Daily Traffic: 80,000 (year 2040),  Design Load: HS 20,  Features Intersected: MOJAVE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 43.860,  Lanes on structure: 8,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 44.2m (145.0ft),  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: 44.2m (145.0ft),  Out-to-Out Width: 45.7m (149.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 34.7 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: 26.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: 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 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

Find on map >>   Show street view

Structure Number: 54 0484,  Location: 08-SBD-015-43.47-VCTV (Lat: 34.545047,  Lng: -117.300908),  Route carried "on" structure: Interstate 15,  Year Built: 1958,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 11.64m (38.19ft),  Average Daily Traffic: 69,000 (year 2017),  Truck Traffic: 22%,  Average Future Daily Traffic: 80,000 (year 2040),  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: 8,  Lanes under structure: 8,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 41.6m (136.5ft),  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: 41.6m (136.5ft),  Out-to-Out Width: 43.1m (141.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 79.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.6 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

Find on map >>   Show street view

Structure Number: 54 0484G,  Location: 08-SBD-015-43.48-VCTV (Lat: 34.545000,  Lng: -117.300611),  Route carried "on" structure: Ramp Interstate 15,  Year Built: 2020,  Status: Open,  Structure Length: 11.58m (37.99ft),  Average Daily Traffic: 1,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,000 (year 2040),  Design Load: Greater than HL93,  Features Intersected: BNSF RY,UP RR,AMTRAK,ETC
Minimum Vertical Clearance: 99.90m (327.76ft),  Kilometerpoint: 43.480,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 32.5m (106.6ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.8m (42.0ft)

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: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 54 0517,  Location: 08-SBD-015-46.40-VCTV (Lat: 34.578375,  Lng: -117.270300),  Route carried "on" structure: Interstate 15,  Year Built: 1958,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 63,000 (year 2017),  Truck Traffic: 24%,  Average Future Daily Traffic: 80,000 (year 2040),  Design Load: HS 20,  Features Intersected: CEMENT COMPANY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.400,  Lanes on structure: 6,  Lanes under structure: 2,  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: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 46.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: April 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 54 0535,  Location: 08-SBD-015-44.40-VCTV (Lat: 34.554503,  Lng: -117.289631),  Route carried "on" structure: County highway ,  Year Built: 1958,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 5.97m (19.59ft),  Average Daily Traffic: 3,000 (year 2016),  Truck Traffic: 20%,  Average Future Daily Traffic: 3,500 (year 2040),  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: 7,  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: 20.1m (65.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

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: 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 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 54 0621L,  Location: 08-SBD-015-173.84L (Lat: 35.467692,  Lng: -115.487789),  Route carried "on" structure: Interstate 15,  Year Built: 1963,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 6.49m (21.29ft),  Average Daily Traffic: 26,000 (year 2018),  Truck Traffic: 20%,  Average Future Daily Traffic: 33,624 (year 2040),  Design Load: HS 20,  Features Intersected: WHEATON WASH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 173.840,  Lanes on structure: 3,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 7.7m (25.3ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 66.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 54 0625,  Location: 08-SBD-015-37.59-VCTV (Lat: 34.470278,  Lng: -117.346758),  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 2014),  Truck Traffic: 4%,  Average Future Daily Traffic: 64,000 (year 2040),  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: 57.7 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: 41.5 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 54 0626L,  Location: 08-SBD-015-42.03-VCTV (Lat: 34.528997,  Lng: -117.316122),  Route carried "on" structure: City street ,  Year Built: 2008,  Status: Open,  Structure Length: 7.38m (24.21ft),  Average Daily Traffic: 10,100 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 12,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 15,  Facility Carried by Structure: MOJAVE DRIVE WB
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: 13.5m (44.3ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.9m (121.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 13.5m (44.3ft),  Out-to-Out Width: 15.8m (51.8ft)

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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 54 0626R,  Location: 08-SBD-015-42.03-VCTV (Lat: 34.528861,  Lng: -117.316242),  Route carried "on" structure: City street ,  Year Built: 1962,  Status: Open,  Structure Length: 6.98m (22.90ft),  Average Daily Traffic: 10,100 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 12,000 (year 2040),  Design Load: HS 20,  Features Intersected: INTERSTATE 15,  Facility Carried by Structure: MOJAVE DRIVE EB
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: 13.8m (45.3ft),  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: 13.5m (44.3ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 19.4 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: 13.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: High priority of corrective action,  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 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 54 0829,  Location: 08-SBD-395-6.83 (Lat: 34.443069,  Lng: -117.399481),  Route carried "on" structure: US 395,  Year Built: 1968,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 26,500 (year 2017),  Truck Traffic: 22%,  Average Future Daily Traffic: 36,000 (year 2040),  Design Load: HS 20,  Features Intersected: CALIFORNIA AQUEDUCT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.830,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 3,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Channel: Excellent,  Operating Rating: 41.8 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: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: 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: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 54 1110L,  Location: 08-SBD-058-R32.30 (Lat: 34.902183,  Lng: -117.093714),  Route carried "on" structure: State highway 58,  Year Built: 1997,  Status: Open,  Structure Length: 31.94m (104.79ft),  Average Daily Traffic: 6,750 (year 2019),  Truck Traffic: 36%,  Average Future Daily Traffic: 7,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: MOJAVE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.300,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 48.8m (160.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Excellent,  Operating Rating: 52.8 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: 39.2 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: 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: April 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 54 1118,  Location: 08-SBD-015-41.43-VCTV (Lat: 34.520908,  Lng: -117.319928),  Route carried "on" structure: City street ,  Year Built: 1993,  Status: Open,  Structure Length: 8.96m (29.40ft),  Average Daily Traffic: 15,000 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 25,000 (year 2040),  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: 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: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 54 1284,  Location: 08-SBD-015-38.54-VCTV (Lat: 34.485303,  Lng: -117.335939),  Route carried "on" structure: City street ,  Year Built: 2013,  Status: Open,  Structure Length: 9.15m (30.02ft),  Average Daily Traffic: 5,000 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,000 (year 2040),  Design Load: Greater than HL93,  Features Intersected: INTERSTATE 15,  Facility Carried by Structure: LA MESA/NISQUALLI
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 39.5m (129.6ft),  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: 52.8m (173.2ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 37.0m (121.4ft),  Out-to-Out Width: 40.6m (133.2ft)

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 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 54 134,  Location: 08-SBD-015-39.04-VCTV (Lat: 34.488694,  Lng: -117.332722),  Route carried "on" structure: Interstate 15,  Year Built: 1954,  Year Reconstructed: 1964,  Status: Open,  Structure Length: 1.57m (5.15ft),  Average Daily Traffic: 100,000 (year 2017),  Truck Traffic: 18%,  Average Future Daily Traffic: 110,000 (year 2040),  Features Intersected: ORO GRANDE WASH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.040,  Lanes on structure: 8,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 48.0m (157.5ft),  Skew: 34 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 2.5m (8.2ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 97.2 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: 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: March 2020

Find on map >>   Show street view

Structure Number: 54 1341K,  Location: 08-SBD-015-38.62-VCTV (Lat: 34.487194,  Lng: -117.335583),  Route carried "on" structure: Ramp Interstate 15,  Year Built: 2013,  Status: Open,  Structure Length: 1.05m (3.44ft),  Average Daily Traffic: 5,000 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 6,000 (year 2040),  Features Intersected: ORO GRANDE WASH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.620,  Lanes on structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Maintenance Responsibility: City or Municipal Highway Agency,  Approaching Roadway Width: 29.9m (98.1ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.2m (17.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020

Find on map >>   Show street view

Structure Number: 54C0062,  Location: 0.1 MI S OF I-10 (Lat: 34.066897,  Lng: -117.370167),  Route carried "on" structure: City street ,  Year Built: 1959,  Year Reconstructed: 1972,  Status: Open,  Structure Length: 15.33m (50.30ft),  Average Daily Traffic: 33,000 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 49,000 (year 2040),  Design Load: HS 20,  Features Intersected: UP RR RAIL YARD,  Facility Carried by Structure: RIVERSIDE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.020,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 22.9m (75.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 5,  Length of Maximum Span: 29.0m (95.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 27.5m (90.2ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Good,  Operating Rating: 35.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 17.5 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: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 15.33m (50.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $3,418,000,  Roadway Improvement Cost: $683,000,  Total Project Cost: $5,742,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 54C0068,  Location: 2.5 MI NORTH OF I-15 (Lat: 34.573319,  Lng: -117.321994),  Route carried "on" structure: County highway ,  Year Built: 1930,  Status: Open,  Structure Length: 17.52m (57.48ft),  Average Daily Traffic: 9,040 (year 2014),  Truck Traffic: 7%,  Average Future Daily Traffic: 8,257 (year 2040),  Design Load: H 15,  Features Intersected: MOJAVE RIVER,  Facility Carried by Structure: NATNL 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: 11.2m (36.7ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 43.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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 2020,  Critical Feature Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 54C009,  Location: 0.1 MI N OF IRWIN RD. (Lat: 34.908244,  Lng: -117.020494),  Route carried "on" structure: City street ,  Year Built: 1939,  Status: Open,  Structure Length: 9.78m (32.09ft),  Average Daily Traffic: 3,322 (year 2011),  Truck Traffic: 2%,  Average Future Daily Traffic: 5,416 (year 2040),  Design Load: H 15,  Features Intersected: MOJAVE RIVER OVERFLOW,  Facility Carried by Structure: N 1ST AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.0m (3.3ft),  Right: 1.0m (3.3ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Very good,  Operating Rating: 30.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 54C0099,  Location: 0.1 MI NE/O D STREET (Lat: 34.533461,  Lng: -117.287994),  Route carried "on" structure: City street ,  Year Built: 1928,  Status: Open,  Structure Length: 9.57m (31.40ft),  Average Daily Traffic: 20 (year 2010),  Truck Traffic: 40%,  Average Future Daily Traffic: 20 (year 2040),  Design Load: H 10,  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: 6.7m (22.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Channel: Fair,  Operating Rating: 24.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 14.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  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,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Critical Feature Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 54C0496,  Location: 1.25 MI W BALDY MESA RD (Lat: 34.469869,  Lng: -117.472492),  Route carried "on" structure: County highway ,  Year Built: 1971,  Status: Open,  Structure Length: 4.08m (13.39ft),  Average Daily Traffic: 236 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 318 (year 2042),  Design Load: HS 20,  Features Intersected: CALIFORNIA AQUEDUCT,  Facility Carried by Structure: DUNCAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Local Agency,  Maintenance Responsibility: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Excellent,  Operating Rating: 54.4 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: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: 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,  Underwater Inspection Frequency: Every 72 months,  Inspection Date: Febuary 2022,  Underwater Inspection Date: March 2018,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 54C0540L,  Location: 0.6 MI E'LY VINEYARD AVE (Lat: 34.065883,  Lng: -117.601497),  Route carried "on" structure: City street ,  Year Built: 1979,  Status: Open,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 19,171 (year 2013),  Truck Traffic: 1%,  Average Future Daily Traffic: 17,504 (year 2042),  Design Load: HS 20,  Features Intersected: CUCAMONGA CREEK CHANNEL,  Facility Carried by Structure: HOLT BLVD (W. BND)
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: 8.5m (27.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.4m (89.9ft),  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: 10.2m (33.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 77.4 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: 46.0 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: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 54C0547,  Location: 3.8 MI E OF ROUTE I-15 (Lat: 34.471192,  Lng: -117.279708),  Route carried "on" structure: County highway ,  Year Built: 1979,  Status: Open,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 72,700 (year 2015),  Truck Traffic: 2%,  Average Future Daily Traffic: 83,536 (year 2040),  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,  Base Highway Network: Yes,  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: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 22.0m (72.2ft),  Out-to-Out Width: 24.3m (79.7ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Good,  Operating Rating: 86.5 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: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.11m (13.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $978,000,  Roadway Improvement Cost: $195,000,  Total Project Cost: $1,643,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 54C0715,  Location: 0.56 MI W/O NATL TRAILS (Lat: 34.565061,  Lng: -117.328397),  Route carried "on" structure: City street ,  Year Built: 2007,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 10,070 (year 2014),  Truck Traffic: 3%,  Average Future Daily Traffic: 4,275 (year 2044),  Design Load: HS 20,  Features Intersected: OSSUM WASH,  Facility Carried by Structure: AIR EXPRESSWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.6m (64.3ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft)

Condition: 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2022

Find on map >>   Show street view

Structure Number: 54C0716,  Location: 0.1 MI S/O TURNER ROAD (Lat: 34.567858,  Lng: -117.319839),  Route carried "on" structure: City street ,  Year Built: 2007,  Status: Open,  Structure Length: 6.95m (22.80ft),  Average Daily Traffic: 9,040 (year 2014),  Truck Traffic: 3%,  Average Future Daily Traffic: 9,079 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SO CAL LOGISTIC AIRP RLW,  Facility Carried by Structure: NATIONAL TRAILS HW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 23.6m (77.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 54C0782,  Location: 0.25 MI N/O NISQUALLI RD (Lat: 34.489194,  Lng: -117.331639),  Route carried "on" structure: City street ,  Year Built: 2013,  Status: Open,  Structure Length: 1.02m (3.35ft),  Average Daily Traffic: 4,000 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 5,309 (year 2044),  Features Intersected: ORO GRANDE WASH,  Facility Carried by Structure: MARIPOSA 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: 21.4m (70.2ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.0m (16.4ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.4m (7.9ft)

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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2022

Find on map >>   Show street view

Structure Number: 54C0783,  Location: LA MESA & AMARGOSA RDS (Lat: 34.484722,  Lng: -117.337250),  Route carried "on" structure: City street ,  Year Built: 2013,  Status: Open,  Structure Length: 1.05m (3.44ft),  Average Daily Traffic: 13,600 (year 2013),  Truck Traffic: 3%,  Average Future Daily Traffic: 20,000 (year 2040),  Features Intersected: ORO GRANDE WASH,  Facility Carried by Structure: LA MESA/AMARGOSA R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 13,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 85.3m (279.9ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.2m (17.1ft)

Condition: Channel: Excellent,  Culverts: Good,  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: January 2020

Find on map >>   Show street view

Structure Number: 54 047,  Location: 08-SBD-018-R96.60-VCTV (Lat: 34.507967,  Lng: -117.322411),  Route carried "under" structure: Interstate 15,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 87,000 (year 2017),  Truck Traffic: 17%,  Features Intersected: INTERSTATE 15,  Facility Carried by Structure: STATE ROUTE 18
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 40.510,  Lanes on structure: 5,  Lanes under structure: 7,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 36.6m (120.1ft)

Find on map >>   Show street view

Structure Number: 54 0484,  Location: 08-SBD-015-43.47-VCTV (Lat: 34.545047,  Lng: -117.300908),  Route carried "under" structure: State highway 18,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 31,000 (year 2017),  Truck Traffic: 8%,  Features Intersected: BNSF RY,UP RR,AMTRAK,ETC,  Facility Carried by Structure: INTERSTATE 15
Minimum Vertical Clearance: 8.71m (28.58ft),  Kilometerpoint: 96.570,  Lanes on structure: 8,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.6m (107.0ft)

Find on map >>   Show street view

Structure Number: 54 0484G,  Location: 08-SBD-015-43.48-VCTV (Lat: 34.545000,  Lng: -117.300611),  Route carried "under" structure: State highway 18,  Year Built: 2020,  Structure Length: 0. m,  Average Daily Traffic: 31,000 (year 2017),  Truck Traffic: 8%,  Features Intersected: BNSF RY,UP RR,AMTRAK,ETC
Minimum Vertical Clearance: 8.71m (28.58ft),  Kilometerpoint: 95.560,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.5m (106.6ft)

Find on map >>   Show street view

Structure Number: 54 0535,  Location: 08-SBD-015-44.40-VCTV (Lat: 34.554503,  Lng: -117.289631),  Route carried "under" structure: Interstate 15,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 63,000 (year 2017),  Truck Traffic: 24%,  Features Intersected: INTERSTATE 15,  Facility Carried by Structure: STODDARD WELLS RD
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 44.400,  Lanes on structure: 2,  Lanes under structure: 7,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 20.1m (65.9ft)

Find on map >>   Show street view

Structure Number: 54 0625,  Location: 08-SBD-015-37.59-VCTV (Lat: 34.470278,  Lng: -117.346758),  Route carried "under" structure: Interstate 15,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 100,000 (year 2017),  Truck Traffic: 18%,  Features Intersected: INTERSTATE 15,  Facility Carried by Structure: BEAR VALLEY ROAD
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 37.590,  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)

Find on map >>   Show street view

Structure Number: 54 0626L,  Location: 08-SBD-015-42.03-VCTV (Lat: 34.528997,  Lng: -117.316122),  Route carried "under" structure: Interstate 15,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 96,000 (year 2017),  Truck Traffic: 24%,  Features Intersected: INTERSTATE 15,  Facility Carried by Structure: MOJAVE DRIVE WB
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 42.030,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.9m (121.1ft)

Find on map >>   Show street view

Structure Number: 54 0626R,  Location: 08-SBD-015-42.03-VCTV (Lat: 34.528861,  Lng: -117.316242),  Route carried "under" structure: Interstate 15,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 96,000 (year 2017),  Truck Traffic: 24%,  Features Intersected: INTERSTATE 15,  Facility Carried by Structure: MOJAVE DRIVE EB
Minimum Vertical Clearance: 4.83m (15.85ft),  Kilometerpoint: 42.030,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 23.8m (78.1ft)

Find on map >>   Show street view

Structure Number: 54 1118,  Location: 08-SBD-015-41.43-VCTV (Lat: 34.520908,  Lng: -117.319928),  Route carried "under" structure: Interstate 15,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 100,000 (year 2017),  Truck Traffic: 18%,  Features Intersected: INTERSTATE 15,  Facility Carried by Structure: ROY ROGERS DRIVE
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 41.430,  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)

Find on map >>   Show street view

Structure Number: 54 1284,  Location: 08-SBD-015-38.54-VCTV (Lat: 34.485303,  Lng: -117.335939),  Route carried "under" structure: Interstate 15,  Year Built: 2013,  Structure Length: 0. m,  Average Daily Traffic: 100,000 (year 2017),  Truck Traffic: 18%,  Features Intersected: INTERSTATE 15,  Facility Carried by Structure: LA MESA/NISQUALLI
Minimum Vertical Clearance: 5.51m (18.08ft),  Kilometerpoint: 38.540,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 52.8m (173.2ft)

Find on map >>   Show street view

Structure Number: 54 1284,  Location: 08-SBD-015-38.54-VCTV (Lat: 34.485303,  Lng: -117.335939),  Route carried "under" structure: Ramp Interstate 15,  Year Built: 2013,  Structure Length: 0. m,  Average Daily Traffic: 500 (year 2013),  Truck Traffic: 5%,  Features Intersected: INTERSTATE 15,  Facility Carried by Structure: LA MESA/NISQUALLI
Minimum Vertical Clearance: 5.77m (18.93ft),  Kilometerpoint: 38.540,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 52.8m (173.2ft)

Find on map >>   Show street view

Structure Number: 54C0183,  Location: .7 MI N ORO GRANDE CYN RD (Lat: 34.608956,  Lng: -117.341558),  Route carried "under" structure: County highway ,  Year Built: 1924,  Structure Length: 0. m,  Average Daily Traffic: 7,060 (year 2021),  Truck Traffic: 3%,  Features Intersected: NATIONAL TRAILS HIGHWAY,  Facility Carried by Structure: BNSF,UP RR,AMTRAK
Minimum Vertical Clearance: 4.24m (13.91ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 11.3m (37.1ft)