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

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Structure Number: 54 0422,  Location: 08-SBD-030-20.76-RIA (Lat: 34.135950,  Lng: -117.348050),  Route carried "on" structure: State highway 30,  Year Built: 1967,  Status: Open,  Structure Length: 10.24m (33.60ft),  Average Daily Traffic: 27,500 (year 2000),  Truck Traffic: 7%,  Average Future Daily Traffic: 30,912 (year 2029),  Design Load: HS 20,  Features Intersected: LYTLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.760,  Lanes on structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Good,  Channel: Very good,  Operating Rating: 62.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 54 0536,  Location: 08-SBD-010-19.97-RIA (Lat: 34.068333,  Lng: -117.370000),  Route carried "on" structure: City street R045,  Year Built: 1959,  Status: Open,  Structure Length: 6.31m (20.70ft),  Average Daily Traffic: 25,053 (year 2002),  Truck Traffic: 9%,  Average Future Daily Traffic: 25,348 (year 2029),  Design Load: HS 20,  Features Intersected: INTERSTATE 10,  Facility Carried by Structure: RIVERSIDE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.970,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 21.0m (68.9ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 27.5m (90.2ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 59.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 54 0622,  Location: 08-SBD-210-R17.94-RIA (Lat: 34.137500,  Lng: -117.383389),  Route carried "on" structure: City street ,  Year Built: 2006,  Status: Open,  Structure Length: 7.96m (26.12ft),  Average Daily Traffic: 9,600 (year 2002),  Truck Traffic: 2%,  Average Future Daily Traffic: 10,819 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: STATE HIGHWAY 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: Very good,  Substructure: Good,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 54 0623,  Location: 08-SBD-210-R18.69-RIA (Lat: 34.137444,  Lng: -117.373056),  Route carried "on" structure: City street ,  Year Built: 2005,  Status: Open,  Structure Length: 7.17m (23.52ft),  Average Daily Traffic: 15,300 (year 2003),  Truck Traffic: 3%,  Average Future Daily Traffic: 17,105 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: STATE HIGHWAY 210,  Facility Carried by Structure: RIVERSIDE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  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: Very good,  Substructure: Good,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 54 0649,  Location: 08-SBD-210-R15.94-RIA (Lat: 34.136433,  Lng: -117.418550),  Route carried "on" structure: City street ,  Year Built: 2005,  Status: Open,  Structure Length: 7.26m (23.82ft),  Average Daily Traffic: 2,837 (year 2003),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,988 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: STATE HIGHWAY 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: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 54 0651,  Location: 08-SBD-210-R16.44-RIA (Lat: 34.136283,  Lng: -117.409767),  Route carried "on" structure: City street ,  Year Built: 2005,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 2,490 (year 2003),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,152 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: STATE HIGHWAY 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: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 54 0652,  Location: 08-SBD-210-R16.94-RIA (Lat: 34.136083,  Lng: -117.401067),  Route carried "on" structure: City street ,  Year Built: 2005,  Status: Open,  Structure Length: 7.35m (24.11ft),  Average Daily Traffic: 5,030 (year 2003),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,728 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: STATE HIGHWAY 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: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: April 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 54 1116,  Location: 08-SBD-010-19.9-RIA (Lat: 34.068333,  Lng: -117.371667),  Route carried "on" structure: Interstate 10,  Year Built: 1994,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 190,000 (year 2000),  Truck Traffic: 13%,  Average Future Daily Traffic: 183,412 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: RIALTO CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.900,  Lanes on structure: 10,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 21.5m (70.5ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 43.0m (141.1ft)

Condition: Channel: Excellent,  Culverts: Very good,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2007

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Structure Number: 54 1159,  Location: 08-SBD-210-R19.21-RIA (Lat: 34.135833,  Lng: -117.367500),  Route carried "on" structure: City street ,  Year Built: 2006,  Status: Open,  Structure Length: 13.59m (44.59ft),  Average Daily Traffic: 27,500 (year 2005),  Truck Traffic: 15%,  Average Future Daily Traffic: 35,000 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: STATE HIGHWAY 210,  Facility Carried by Structure: HIGHLAND AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 11,  Base Highway Network: Yes (,  Subroute: 1),  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: Very good,  Substructure: Good,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: March 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 54 1160L,  Location: 08-SBD-210-R19.67-RIA (Lat: 34.134556,  Lng: -117.353278),  Route carried "on" structure: State highway 210,  Year Built: 2007,  Status: Open,  Structure Length: 4.94m (16.21ft),  Average Daily Traffic: 28,000 (year 2007),  Truck Traffic: 2%,  Average Future Daily Traffic: 40,000 (year 2027),  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: 2,  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: 22.7m (74.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 54 1160R,  Location: 08-SBD-210-R19.67-RIA (Lat: 34.134306,  Lng: -117.353278),  Route carried "on" structure: State highway 210,  Year Built: 2007,  Status: Open,  Structure Length: 4.94m (16.21ft),  Average Daily Traffic: 28,000 (year 2007),  Truck Traffic: 2%,  Average Future Daily Traffic: 40,000 (year 2027),  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: 2,  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: Very good,  Substructure: Good,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 54 1212,  Location: 08-SBD-210-R17.44-RIA (Lat: 34.137500,  Lng: -117.383889),  Route carried "on" structure: City street ,  Year Built: 2004,  Status: Open,  Structure Length: 7.30m (23.95ft),  Average Daily Traffic: 5,860 (year 2000),  Truck Traffic: 3%,  Average Future Daily Traffic: 6,595 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: STATE HIGHWAY 210,  Facility Carried by Structure: AYALA 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: 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: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 54C0062,  Location: 0.1 MI S OF I-10 (Lat: 34.067778,  Lng: -117.370222),  Route carried "on" structure: City street R045,  Year Built: 1959,  Year Reconstructed: 1972,  Status: Open,  Structure Length: 15.21m (49.90ft),  Average Daily Traffic: 20,000 (year 2007),  Truck Traffic: 15%,  Average Future Daily Traffic: 24,000 (year 2027),  Design Load: HS 20,  Features Intersected: METROLINK & BNSF RY,  Facility Carried by Structure: RIVERSIDE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  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: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 21.6m (70.9ft)

Condition: Deck: Serious,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 71.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 54 0536,  Location: 08-SBD-010-19.97-RIA (Lat: 34.068333,  Lng: -117.370000),  Route carried "under" structure: Interstate 10,  Year Built: 1959,  Structure Length: 6.31m (20.70ft),  Average Daily Traffic: 190,000 (year 2000),  Truck Traffic: 13%,  Features Intersected: INTERSTATE 10,  Facility Carried by Structure: RIVERSIDE AVENUE
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 1.997,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.0m (68.9ft)

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Structure Number: 54 0622,  Location: 08-SBD-210-R17.94-RIA (Lat: 34.137500,  Lng: -117.383389),  Route carried "under" structure: State highway 210,  Year Built: 2006,  Structure Length: 7.96m (26.12ft),  Average Daily Traffic: 27,500 (year 2005),  Truck Traffic: 5%,  Features Intersected: STATE HIGHWAY 210,  Facility Carried by Structure: CACTUS AVENUE
Minimum Vertical Clearance: 5.22m (17.13ft),  Kilometerpoint: 1.794,  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)

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Structure Number: 54 0623,  Location: 08-SBD-210-R18.69-RIA (Lat: 34.137444,  Lng: -117.373056),  Route carried "under" structure: State highway 210,  Year Built: 2005,  Structure Length: 7.17m (23.52ft),  Average Daily Traffic: 27,500 (year 2005),  Truck Traffic: 5%,  Features Intersected: STATE HIGHWAY 210,  Facility Carried by Structure: RIVERSIDE AVENUE
Minimum Vertical Clearance: 5.44m (17.85ft),  Kilometerpoint: 1.869,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 35.8m (117.5ft)

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Structure Number: 54 0649,  Location: 08-SBD-210-R15.94-RIA (Lat: 34.136433,  Lng: -117.418550),  Route carried "under" structure: State highway 210,  Year Built: 2005,  Structure Length: 7.26m (23.82ft),  Average Daily Traffic: 1 (year 2005),  Truck Traffic: 1%,  Features Intersected: STATE HIGHWAY 210,  Facility Carried by Structure: ALDER AVENUE
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 1.594,  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)

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Structure Number: 54 0651,  Location: 08-SBD-210-R16.44-RIA (Lat: 34.136283,  Lng: -117.409767),  Route carried "under" structure: State highway 210,  Year Built: 2005,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 1 (year 2005),  Features Intersected: STATE HIGHWAY 210,  Facility Carried by Structure: LOCUST AVENUE
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 1.644,  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)

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Structure Number: 54 0652,  Location: 08-SBD-210-R16.94-RIA (Lat: 34.136083,  Lng: -117.401067),  Route carried "under" structure: State highway 210,  Year Built: 2005,  Structure Length: 7.35m (24.11ft),  Average Daily Traffic: 1 (year 2005),  Features Intersected: STATE HIGHWAY 210,  Facility Carried by Structure: LINDEN AVENUE
Minimum Vertical Clearance: 5.34m (17.52ft),  Kilometerpoint: 1.694,  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)

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Structure Number: 54 1159,  Location: 08-SBD-210-R19.21-RIA (Lat: 34.135833,  Lng: -117.367500),  Route carried "under" structure: Ramp State highway 210,  Year Built: 2006,  Structure Length: 13.59m (44.59ft),  Average Daily Traffic: 1,000 (year 2006),  Truck Traffic: 2%,  Features Intersected: STATE HIGHWAY 210,  Facility Carried by Structure: HIGHLAND AVENUE
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 1.921,  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)

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Structure Number: 54 1159,  Location: 08-SBD-210-R19.21-RIA (Lat: 34.135833,  Lng: -117.367500),  Route carried "under" structure: Ramp State highway 210,  Year Built: 2006,  Structure Length: 13.59m (44.59ft),  Average Daily Traffic: 1,000 (year 2006),  Truck Traffic: 2%,  Features Intersected: STATE HIGHWAY 210,  Facility Carried by Structure: HIGHLAND AVENUE
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 1,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 35.3m (115.8ft)

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Structure Number: 54 1159,  Location: 08-SBD-210-R19.21-RIA (Lat: 34.135833,  Lng: -117.367500),  Route carried "under" structure: State highway 210,  Year Built: 2006,  Structure Length: 13.59m (44.59ft),  Average Daily Traffic: 27,500 (year 2005),  Truck Traffic: 5%,  Features Intersected: STATE HIGHWAY 210,  Facility Carried by Structure: HIGHLAND AVENUE
Minimum Vertical Clearance: 5.94m (19.49ft),  Kilometerpoint: 1.921,  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)

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Structure Number: 54 1160L,  Location: 08-SBD-210-R19.67-RIA (Lat: 34.134556,  Lng: -117.353278),  Route carried "under" structure: City street ,  Year Built: 2007,  Structure Length: 4.94m (16.21ft),  Average Daily Traffic: 5 (year 2007),  Truck Traffic: 1%,  Features Intersected: PEPPER AVENUE,  Facility Carried by Structure: STATE ROUTE 210
Minimum Vertical Clearance: 0.50m (1.64ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 49.4m (162.1ft)

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Structure Number: 54 1160R,  Location: 08-SBD-210-R19.67-RIA (Lat: 34.134306,  Lng: -117.353278),  Route carried "under" structure: City street ,  Year Built: 2007,  Structure Length: 4.94m (16.21ft),  Average Daily Traffic: 5 (year 2007),  Truck Traffic: 10%,  Features Intersected: PEPPER AVENUE,  Facility Carried by Structure: STATE ROUTE 210
Minimum Vertical Clearance: 0.50m (1.64ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 49.4m (162.1ft)

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Structure Number: 54 1212,  Location: 08-SBD-210-R17.44-RIA (Lat: 34.137500,  Lng: -117.383889),  Route carried "under" structure: State highway 210,  Year Built: 2004,  Structure Length: 7.30m (23.95ft),  Average Daily Traffic: 12,000 (year 2005),  Truck Traffic: 5%,  Features Intersected: STATE HIGHWAY 210,  Facility Carried by Structure: AYALA DRIVE
Minimum Vertical Clearance: 5.38m (17.65ft),  Kilometerpoint: 1.744,  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)

Structure Number: 54 1213,  Location: 08-SBD-210-R18.13-RIA,  Route carried "under" structure: State highway 210,  Year Built: 2007,  Structure Length: 6.81m (22.34ft),  Average Daily Traffic: 27,500 (year 2005),  Truck Traffic: 5%,  Features Intersected: STATE HIGHWAY 210,  Facility Carried by Structure: LILAC AVENUE
Minimum Vertical Clearance: 5.86m (19.23ft),  Kilometerpoint: 1.813,  Lanes under structure: 9,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 37.7m (123.7ft)