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

Find on map >>   Show street view

Structure Number: 54 0622,  Location: 08-SBD-210-17.94-RIA (Lat: 34.136150,  Lng: -117.383708),  Route carried "on" structure: City street ,  Year Built: 2006,  Status: Open,  Structure Length: 7.96m (26.12ft),  Average Daily Traffic: 9,500 (year 2011),  Truck Traffic: 2%,  Average Future Daily Traffic: 10,800 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 210,  Facility Carried by Structure: CACTUS AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 21.6m (70.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 40.7m (133.5ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 21.6m (70.9ft),  Out-to-Out Width: 25.8m (84.6ft)

Condition: Deck: Good,  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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 54 0623,  Location: 08-SBD-210-18.69-RIA (Lat: 34.136214,  Lng: -117.370658),  Route carried "on" structure: City street ,  Year Built: 2005,  Status: Open,  Structure Length: 7.17m (23.52ft),  Average Daily Traffic: 15,500 (year 2014),  Truck Traffic: 3%,  Average Future Daily Traffic: 17,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 210,  Facility Carried by Structure: RIVERSIDE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 35.0m (114.8ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.8m (117.5ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 34.8m (114.2ft),  Out-to-Out Width: 40.5m (132.9ft)

Condition: Deck: Good,  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: 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: December 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 54 064,  Location: 08-SBD-015-R103.63 (Lat: 35.011300,  Lng: -116.531519),  Route carried "on" structure: County highway ,  Year Built: 1963,  Status: Open,  Structure Length: 7.53m (24.70ft),  Average Daily Traffic: 28 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 46 (year 2041),  Design Load: HS 20,  Features Intersected: INTERSTATE 15,  Facility Carried by Structure: FIELD 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: 8.7m (28.5ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.8m (87.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 36.3 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: 27.9 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: Somewhat better than minimum adequacy,  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: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

Find on map >>   Show street view

Structure Number: 54 0649,  Location: 08-SBD-210-15.94-RIA (Lat: 34.136753,  Lng: -117.418653),  Route carried "on" structure: City street ,  Year Built: 2005,  Status: Open,  Structure Length: 7.26m (23.82ft),  Average Daily Traffic: 3,001 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,061 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 210,  Facility Carried by Structure: ALDER AVENUE
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: 23.6m (77.4ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 37.5m (123.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 23.6m (77.4ft),  Out-to-Out Width: 27.8m (91.2ft)

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

Find on map >>   Show street view

Structure Number: 54 065,  Location: 08-SBD-210-14.93-FNA (Lat: 34.136733,  Lng: -117.436250),  Route carried "on" structure: City street ,  Year Built: 2001,  Status: Open,  Structure Length: 8.35m (27.40ft),  Average Daily Traffic: 9,500 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 12,752 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 210,  Facility Carried by Structure: SIERRA AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 45.3m (148.6ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 42.5m (139.4ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 45.3m (148.6ft),  Out-to-Out Width: 47.9m (157.2ft)

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

Find on map >>   Show street view

Structure Number: 54 0651,  Location: 08-SBD-210-16.44-RIA (Lat: 34.136636,  Lng: -117.409886),  Route carried "on" structure: City street ,  Year Built: 2005,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 4,000 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,203 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 210,  Facility Carried by Structure: LOCUST AVENUE
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: 19.2m (63.0ft),  Skew: 10 degrees,  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 or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 19.2m (63.0ft),  Out-to-Out Width: 23.4m (76.8ft)

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

Find on map >>   Show street view

Structure Number: 54 0652,  Location: 08-SBD-210-16.94-RIA (Lat: 34.136419,  Lng: -117.401169),  Route carried "on" structure: City street ,  Year Built: 2005,  Status: Open,  Structure Length: 7.35m (24.11ft),  Average Daily Traffic: 6,000 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,855 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 210,  Facility Carried by Structure: LINDEN AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 23.6m (77.4ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 38.3m (125.7ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 23.6m (77.4ft),  Out-to-Out Width: 27.8m (91.2ft)

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

Find on map >>   Show street view

Structure Number: 54 0982L,  Location: 08-SBD-015-13.08 (Lat: 34.184103,  Lng: -117.434258),  Route carried "on" structure: Interstate 15,  Year Built: 1975,  Status: Open,  Structure Length: 60.38m (198.10ft),  Average Daily Traffic: 63,500 (year 2017),  Truck Traffic: 11%,  Average Future Daily Traffic: 96,000 (year 2040),  Design Load: HS 20,  Features Intersected: LYTLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.080,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 20.2m (66.3ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 18,  Length of Maximum Span: 34.1m (111.9ft),  Curb-To-Curb Width: 20.2m (66.3ft),  Out-to-Out Width: 21.0m (68.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.8 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: 42.1 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 minimum criteria,  Underclear: 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: January 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 54 0982R,  Location: 08-SBD-015-13.08 (Lat: 34.183844,  Lng: -117.433936),  Route carried "on" structure: Interstate 15,  Year Built: 1975,  Status: Open,  Structure Length: 60.38m (198.10ft),  Average Daily Traffic: 63,500 (year 2017),  Truck Traffic: 11%,  Average Future Daily Traffic: 93,000 (year 2040),  Design Load: HS 20,  Features Intersected: LYTLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.080,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 20.2m (66.3ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 18,  Length of Maximum Span: 34.1m (111.9ft),  Curb-To-Curb Width: 20.2m (66.3ft),  Out-to-Out Width: 21.0m (68.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 68.4 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: 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: January 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 54 1116,  Location: 08-SBD-010-19.90-RIA (Lat: 34.068597,  Lng: -117.371869),  Route carried "on" structure: Interstate 10,  Year Built: 1994,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 203,000 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 225,000 (year 2040),  Features Intersected: RIALTO CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.900,  Lanes on structure: 14,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 37.8m (124.0ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 37.8m (124.0ft),  Out-to-Out Width: 40.2m (131.9ft)

Condition: Channel: Excellent,  Culverts: Satisfactory,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior 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: 54 115,  Location: 08-SBD-210-4.08-RCUC (Lat: 34.135244,  Lng: -117.625317),  Route carried "on" structure: City street ,  Year Built: 1999,  Status: Open,  Structure Length: 7.56m (24.80ft),  Average Daily Traffic: 8,200 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,500 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 210,  Facility Carried by Structure: SAPPHIRE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 40.9m (134.2ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Good,  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: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 54 1159,  Location: 08-SBD-210-18.86-RIA (Lat: 34.136558,  Lng: -117.367303),  Route carried "on" structure: City street ,  Year Built: 2006,  Status: Open,  Structure Length: 13.59m (44.59ft),  Average Daily Traffic: 29,000 (year 2014),  Truck Traffic: 15%,  Average Future Daily Traffic: 35,825 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 210 & RAMPS,  Facility Carried by Structure: HIGHLAND AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 12,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.6m (67.6ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 35.3m (115.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 20.6m (67.6ft),  Out-to-Out Width: 24.2m (79.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 54 1160R,  Location: 08-SBD-210-19.67-RIA (Lat: 34.134228,  Lng: -117.353517),  Route carried "on" structure: State highway 210,  Year Built: 2007,  Status: Open,  Structure Length: 4.94m (16.21ft),  Average Daily Traffic: 60,000 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 75,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: PEPPER AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.670,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.5m (70.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 49.4m (162.1ft),  Curb-To-Curb Width: 21.5m (70.5ft),  Out-to-Out Width: 22.6m (74.1ft)

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

Find on map >>   Show street view

Structure Number: 54 1212,  Location: 08-SBD-210-17.44-RIA (Lat: 34.136192,  Lng: -117.392467),  Route carried "on" structure: City street ,  Year Built: 2004,  Status: Open,  Structure Length: 7.30m (23.95ft),  Average Daily Traffic: 7,000 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 8,500 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 210,  Facility Carried by Structure: AYALA DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 30.0m (98.4ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 37.5m (123.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 30.0m (98.4ft),  Out-to-Out Width: 34.2m (112.2ft)

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

Find on map >>   Show street view

Structure Number: 54 126,  Location: 08-SBD-215-6.92-SBD (Lat: 34.104400,  Lng: -117.301717),  Route carried "on" structure: Interstate 215,  Year Built: 2013,  Status: Open,  Structure Length: 4.14m (13.58ft),  Average Daily Traffic: 177,000 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 185,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: THIRD STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.920,  Lanes on structure: 13,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 64.4m (211.3ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 41.4m (135.8ft),  Curb-To-Curb Width: 64.4m (211.3ft),  Out-to-Out Width: 66.0m (216.5ft)

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: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable 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: 54 1264,  Location: 08-SBD-210-17.68-RIA (Lat: 34.135556,  Lng: -117.388156),  Route carried "on" structure: State highway 210,  Year Built: 2005,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 120,000 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 125,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CACTUS CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.680,  Lanes on structure: 10,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 46.8m (153.5ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Excellent,  Culverts: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2020

Find on map >>   Show street view

Structure Number: 54 1267,  Location: 08-SBD-010-19.97-RIA (Lat: 34.069211,  Lng: -117.370506),  Route carried "on" structure: City street ,  Year Built: 2011,  Status: Open,  Structure Length: 5.68m (18.64ft),  Average Daily Traffic: 40,000 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 50,000 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 10,  Facility Carried by Structure: RIVERSIDE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 9,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 37.1m (121.7ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.4m (93.2ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 37.4m (122.7ft),  Out-to-Out Width: 41.1m (134.8ft)

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: Equal to present minimum criteria,  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 1311G,  Location: 08-SBD-015-16.07 (Lat: 34.220472,  Lng: -117.409706),  Route carried "on" structure: Ramp Interstate 15,  Year Built: 2016,  Status: Open,  Structure Length: 16.09m (52.79ft),  Average Daily Traffic: 1,001 (year 2016),  Truck Traffic: 14%,  Average Future Daily Traffic: 2,002 (year 2040),  Design Load: HL 93,  Features Intersected: CAJON CREEK / CAJON BLVD
Minimum Vertical Clearance: 6.24m (20.47ft),  Kilometerpoint: 16.070,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Toll: Toll bridge,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 38.2m (125.3ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: 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: January 2021,  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 1317,  Location: 08-SBD-000--RIA (Lat: 34.136750,  Lng: -117.418661),  Route carried "on" structure: City street ,  Year Built: 2005,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 8,000 (year 2013),  Truck Traffic: 1%,  Average Future Daily Traffic: 18,000 (year 2035),  Features Intersected: CACTUS CHANNEL,  Facility Carried by Structure: ALDER AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 23.5m (77.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.1m (10.2ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 23.5m (77.1ft),  Out-to-Out Width: 30.2m (99.1ft)

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

Find on map >>   Show street view

Structure Number: 54 1318,  Location: 08-SBD-000--RIA (Lat: 34.136636,  Lng: -117.409892),  Route carried "on" structure: City street ,  Year Built: 2005,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 8,000 (year 2013),  Truck Traffic: 1%,  Average Future Daily Traffic: 18,000 (year 2035),  Features Intersected: CACTUS CHANNEL,  Facility Carried by Structure: LOCUST AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft),  Curb or Sidewalk Widths: Left: 3.2m (10.5ft),  Right: 3.2m (10.5ft),  Curb-To-Curb Width: 19.2m (63.0ft),  Out-to-Out Width: 26.2m (86.0ft)

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,  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 48 months,  Inspection Date: December 2018

Find on map >>   Show street view

Structure Number: 54 1319,  Location: 08-SBD-000--RIA (Lat: 34.136419,  Lng: -117.401167),  Route carried "on" structure: City street ,  Year Built: 2005,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 8,000 (year 2013),  Truck Traffic: 1%,  Average Future Daily Traffic: 18,000 (year 2035),  Features Intersected: CACTUS CHANNEL,  Facility Carried by Structure: LINDEN AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 23.3m (76.4ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft),  Curb or Sidewalk Widths: Left: 3.2m (10.5ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 23.3m (76.4ft),  Out-to-Out Width: 30.2m (99.1ft)

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

Find on map >>   Show street view

Structure Number: 54C0761,  Location: 0.1 MI S RTE 210 (Lat: 34.134419,  Lng: -117.388142),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 0.95m (3.12ft),  Average Daily Traffic: 500 (year 2013),  Truck Traffic: 1%,  Average Future Daily Traffic: 921 (year 2040),  Features Intersected: CACTUS CHANNEL,  Facility Carried by Structure: W RENAISSANCE PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.120,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 19.6m (64.3ft)

Condition: Channel: Excellent,  Culverts: Satisfactory,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2018

Find on map >>   Show street view

Structure Number: 54C0779,  Location: 0.3 MI NE LYTLE CREEK RD (Lat: 34.189486,  Lng: -117.434219),  Route carried "on" structure: County highway ,  Year Built: 2006,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 2,000 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,000 (year 2040),  Features Intersected: LYTLE CREEK,  Facility Carried by Structure: GLEN HELEN PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 30.0m (98.4ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft)

Condition: Superstructure: Fair,  Substructure: Good,  Channel: 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021

Find on map >>   Show street view

Structure Number: 54 0622,  Location: 08-SBD-210-17.94-RIA (Lat: 34.136150,  Lng: -117.383708),  Route carried "under" structure: State highway 210,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 120,000 (year 2017),  Truck Traffic: 3%,  Features Intersected: STATE ROUTE 210,  Facility Carried by Structure: CACTUS AVENUE
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 17.940,  Lanes on structure: 4,  Lanes under structure: 9,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 40.7m (133.5ft)

Find on map >>   Show street view

Structure Number: 54 0623,  Location: 08-SBD-210-18.69-RIA (Lat: 34.136214,  Lng: -117.370658),  Route carried "under" structure: State highway 210,  Year Built: 2005,  Structure Length: 0. m,  Average Daily Traffic: 120,000 (year 2017),  Truck Traffic: 3%,  Features Intersected: STATE ROUTE 210,  Facility Carried by Structure: RIVERSIDE AVENUE
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 18.690,  Lanes on structure: 8,  Lanes under structure: 8,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 35.8m (117.5ft)

Find on map >>   Show street view

Structure Number: 54 0649,  Location: 08-SBD-210-15.94-RIA (Lat: 34.136753,  Lng: -117.418653),  Route carried "under" structure: State highway 210,  Year Built: 2005,  Structure Length: 0. m,  Average Daily Traffic: 120,000 (year 2019),  Truck Traffic: 3%,  Features Intersected: STATE ROUTE 210,  Facility Carried by Structure: ALDER AVENUE
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 15.940,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 37.5m (123.0ft)

Find on map >>   Show street view

Structure Number: 54 0651,  Location: 08-SBD-210-16.44-RIA (Lat: 34.136636,  Lng: -117.409886),  Route carried "under" structure: State highway 210,  Year Built: 2005,  Structure Length: 0. m,  Average Daily Traffic: 120,000 (year 2019),  Truck Traffic: 3%,  Features Intersected: STATE ROUTE 210,  Facility Carried by Structure: LOCUST AVENUE
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 16.440,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 38.0m (124.7ft)

Find on map >>   Show street view

Structure Number: 54 0652,  Location: 08-SBD-210-16.94-RIA (Lat: 34.136419,  Lng: -117.401169),  Route carried "under" structure: State highway 210,  Year Built: 2005,  Structure Length: 0. m,  Average Daily Traffic: 120,000 (year 2019),  Truck Traffic: 3%,  Features Intersected: STATE ROUTE 210,  Facility Carried by Structure: LINDEN AVENUE
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 16.940,  Lanes on structure: 5,  Lanes under structure: 8,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 38.3m (125.7ft)

Find on map >>   Show street view

Structure Number: 54 1159,  Location: 08-SBD-210-18.86-RIA (Lat: 34.136558,  Lng: -117.367303),  Route carried "under" structure: Ramp State highway 210,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 1,001 (year 2020),  Truck Traffic: 3%,  Features Intersected: STATE ROUTE 210 & RAMPS,  Facility Carried by Structure: HIGHLAND AVENUE
Minimum Vertical Clearance: 7.85m (25.75ft),  Kilometerpoint: 18.860,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 35.3m (115.8ft)

Find on map >>   Show street view

Structure Number: 54 1159,  Location: 08-SBD-210-18.86-RIA (Lat: 34.136558,  Lng: -117.367303),  Route carried "under" structure: Ramp State highway 210,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 1,001 (year 2020),  Truck Traffic: 3%,  Features Intersected: STATE ROUTE 210 & RAMPS,  Facility Carried by Structure: HIGHLAND AVENUE
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 18.860,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 35.3m (115.8ft)

Find on map >>   Show street view

Structure Number: 54 1159,  Location: 08-SBD-210-18.86-RIA (Lat: 34.136558,  Lng: -117.367303),  Route carried "under" structure: State highway 210,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 120,000 (year 2017),  Truck Traffic: 3%,  Features Intersected: STATE ROUTE 210 & RAMPS,  Facility Carried by Structure: HIGHLAND AVENUE
Minimum Vertical Clearance: 5.92m (19.42ft),  Kilometerpoint: 18.860,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 35.3m (115.8ft)

Find on map >>   Show street view

Structure Number: 54 1212,  Location: 08-SBD-210-17.44-RIA (Lat: 34.136192,  Lng: -117.392467),  Route carried "under" structure: State highway 210,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 120,000 (year 2017),  Truck Traffic: 3%,  Features Intersected: STATE ROUTE 210,  Facility Carried by Structure: AYALA DRIVE
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 17.440,  Lanes on structure: 7,  Lanes under structure: 8,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 37.5m (123.0ft)

Find on map >>   Show street view

Structure Number: 54 1213,  Location: 08-SBD-210-18.13-RIA (Lat: 34.136092,  Lng: -117.379233),  Route carried "under" structure: State highway 210,  Year Built: 2007,  Structure Length: 0. m,  Average Daily Traffic: 107,000 (year 2014),  Truck Traffic: 5%,  Features Intersected: STATE ROUTE 210,  Facility Carried by Structure: PEDESTRIAN WALKWAY
Minimum Vertical Clearance: 5.84m (19.16ft),  Kilometerpoint: 18.130,  Lanes under structure: 9,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 37.7m (123.7ft)

Find on map >>   Show street view

Structure Number: 54 1267,  Location: 08-SBD-010-19.97-RIA (Lat: 34.069211,  Lng: -117.370506),  Route carried "under" structure: Interstate 10,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 202,000 (year 2018),  Truck Traffic: 10%,  Features Intersected: INTERSTATE 10,  Facility Carried by Structure: RIVERSIDE AVENUE
Minimum Vertical Clearance: 5.48m (17.98ft),  Kilometerpoint: 19.970,  Lanes on structure: 9,  Lanes under structure: 8,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.4m (93.2ft)