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

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Structure Number: 56 0082L,  Location: 08-RIV-215-R38.61-RIV (Lat: 33.945872,  Lng: -117.297389),  Route carried "on" structure: Interstate 215,  Year Built: 1966,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 5.43m (17.81ft),  Average Daily Traffic: 84,000 (year 2009),  Truck Traffic: 11%,  Average Future Daily Traffic: 176,874 (year 2039),  Design Load: HS 20,  Features Intersected: BNSF RY & SCRRA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.610,  Lanes on structure: 5,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 29.0m (95.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 18.7m (61.4ft),  Curb-To-Curb Width: 29.0m (95.1ft),  Out-to-Out Width: 29.7m (97.4ft)

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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 56 0082R,  Location: 08-RIV-215-R38.67-RIV (Lat: 33.946483,  Lng: -117.297739),  Route carried "on" structure: Interstate 215,  Year Built: 1936,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 84,000 (year 2009),  Truck Traffic: 11%,  Average Future Daily Traffic: 176,874 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: BNSF RY & SCRRA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.670,  Lanes on structure: 5,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 38.5m (126.3ft),  Skew: 34 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.2m (59.7ft),  Curb-To-Curb Width: 38.5m (126.3ft),  Out-to-Out Width: 40.0m (131.2ft)

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 48 months,  Inspection Date: May 2019,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 56 0085,  Location: 08-RIV-215-41.04-RIV (Lat: 33.970817,  Lng: -117.329958),  Route carried "on" structure: Interstate 215,  Year Built: 1959,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 168,000 (year 2012),  Truck Traffic: 11%,  Average Future Daily Traffic: 353,748 (year 2039),  Design Load: HS 20,  Features Intersected: CANYON CREST DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.040,  Lanes on structure: 12,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 63.8m (209.3ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.0m (45.9ft),  Curb-To-Curb Width: 63.8m (209.3ft),  Out-to-Out Width: 65.3m (214.2ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 56 0314,  Location: 08-RIV-091-20.45-RIV (Lat: 33.979678,  Lng: -117.370075),  Route carried "on" structure: State highway 91,  Year Built: 1957,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 191,000 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 245,500 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: UNIVERSITY AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.450,  Lanes on structure: 11,  Lanes under structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 23.5m (77.1ft),  Skew: 31 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.7m (104.0ft),  Curb-To-Curb Width: 46.0m (150.9ft),  Out-to-Out Width: 47.5m (155.8ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 39.5 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: 17.2 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: Meets minimum limits,  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,  Critical Feature Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 48 months,  Inspection Date: October 2021,  Critical Feature Inspection Date: December 2021,  Other Special Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 56 0315,  Location: 08-RIV-091-20.53-RIV (Lat: 33.980572,  Lng: -117.369047),  Route carried "on" structure: State highway 91,  Year Built: 1957,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 3.36m (11.02ft),  Average Daily Traffic: 191,000 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 241,523 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: MISSION INN AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.530,  Lanes on structure: 11,  Lanes under structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 31 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.3m (106.0ft),  Curb-To-Curb Width: 45.3m (148.6ft),  Out-to-Out Width: 46.7m (153.2ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 51.5 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: 26.2 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,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 48 months,  Inspection Date: October 2021,  Critical Feature Inspection Date: December 2021,  Other Special Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 56 0316,  Location: 08-RIV-091-20.85-RIV (Lat: 33.984019,  Lng: -117.365617),  Route carried "on" structure: State highway 91,  Year Built: 1957,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 2.41m (7.91ft),  Average Daily Traffic: 191,000 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 245,500 (year 2040),  Design Load: HS 20,  Features Intersected: THIRD STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.850,  Lanes on structure: 13,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 30.0m (98.4ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 56.6m (185.7ft),  Out-to-Out Width: 58.1m (190.6ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 37.6 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: 21.4 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: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 56 033,  Location: 08-RIV-091-17.82-RIV (Lat: 33.946178,  Lng: -117.388683),  Route carried "on" structure: State highway 91,  Year Built: 1957,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 4.32m (14.17ft),  Average Daily Traffic: 192,000 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 241,523 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ARLINGTON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.820,  Lanes on structure: 9,  Lanes under structure: 7,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 28.4m (93.2ft),  Skew: 35 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 42.0m (137.8ft),  Curb-To-Curb Width: 50.9m (167.0ft),  Out-to-Out Width: 52.4m (171.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 39.5 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: 30.5 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: 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 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 56 0356,  Location: 08-RIV-091-18.41-RIV (Lat: 33.953483,  Lng: -117.383664),  Route carried "on" structure: State highway 91,  Year Built: 1957,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 3.56m (11.68ft),  Average Daily Traffic: 192,000 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 240,721 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CENTRAL AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.410,  Lanes on structure: 8,  Lanes under structure: 7,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 25.4m (83.3ft),  Skew: 33 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 34.4m (112.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 48.5m (159.1ft),  Out-to-Out Width: 50.0m (164.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 45.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 34.7 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: 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 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 56 0362,  Location: 08-RIV-091-5.38-COR (Lat: 33.882256,  Lng: -117.582572),  Route carried "on" structure: City street R104,  Year Built: 1992,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 9.45m (31.00ft),  Average Daily Traffic: 30,100 (year 2012),  Truck Traffic: 4%,  Average Future Daily Traffic: 35,831 (year 2043),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 91,  Facility Carried by Structure: LINCOLN AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 16,  Owner: State Highway Agency,  Approaching Roadway Width: 29.3m (96.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 50.6m (166.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 29.3m (96.1ft),  Out-to-Out Width: 32.6m (107.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.7 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: 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 56 0369,  Location: 08-RIV-091-10.81-RIV (Lat: 33.897122,  Lng: -117.492922),  Route carried "on" structure: State highway 91,  Year Built: 1961,  Year Reconstructed: 1973,  Status: Open,  Structure Length: 2.77m (9.09ft),  Average Daily Traffic: 219,000 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 276,329 (year 2040),  Design Load: HS 20,  Features Intersected: PIERCE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.810,  Lanes on structure: 8,  Lanes under structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  Skew: 32 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 40.0m (131.2ft),  Out-to-Out Width: 41.4m (135.8ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 75.8 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: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 56 0382L,  Location: 08-RIV-015-20.95 (Lat: 33.677139,  Lng: -117.323542),  Route carried "on" structure: Interstate 15,  Year Built: 1982,  Status: Open,  Structure Length: 4.44m (14.57ft),  Average Daily Traffic: 61,000 (year 2015),  Truck Traffic: 11%,  Average Future Daily Traffic: 93,700 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.950,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 19.8m (65.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 44.4m (145.7ft),  Curb-To-Curb Width: 19.8m (65.0ft),  Out-to-Out Width: 21.0m (68.9ft)

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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 56 0384,  Location: 08-RIV-091-16.65-RIV (Lat: 33.935667,  Lng: -117.404917),  Route carried "on" structure: State highway 91,  Year Built: 1959,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 2.61m (8.56ft),  Average Daily Traffic: 192,000 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 235,195 (year 2040),  Design Load: HS 20,  Features Intersected: MADISON STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.650,  Lanes on structure: 8,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 22.4m (73.5ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.9m (81.7ft),  Curb-To-Curb Width: 41.6m (136.5ft),  Out-to-Out Width: 42.9m (140.7ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 71.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.1 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: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 56 0385,  Location: 08-RIV-091-17.43-RIV (Lat: 33.942272,  Lng: -117.394028),  Route carried "on" structure: State highway 91,  Year Built: 1959,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 2.62m (8.60ft),  Average Daily Traffic: 168,000 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 235,195 (year 2036),  Design Load: HS 20,  Features Intersected: BROCKTON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.430,  Lanes on structure: 10,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 24.2m (79.4ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 46.1m (151.2ft),  Out-to-Out Width: 47.6m (156.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.4 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: Superior to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2019,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 56 0387,  Location: 08-RIV-091-16.14-RIV (Lat: 33.931483,  Lng: -117.412353),  Route carried "on" structure: State highway 91,  Year Built: 1959,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 2.60m (8.53ft),  Average Daily Traffic: 199,000 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 235,195 (year 2040),  Design Load: HS 20,  Features Intersected: JEFFERSON STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.140,  Lanes on structure: 9,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 23.5m (77.1ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 42.2m (138.5ft),  Out-to-Out Width: 43.8m (143.7ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 71.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.1 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: Equal to present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 56 0388,  Location: 08-RIV-091-15.63-RIV (Lat: 33.927500,  Lng: -117.419956),  Route carried "on" structure: City street R143,  Year Built: 1959,  Year Reconstructed: 1965,  Status: Open,  Structure Length: 3.57m (11.71ft),  Average Daily Traffic: 20,000 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 22,000 (year 2040),  Design Load: HS 20,  Features Intersected: ROUTE 91,  Facility Carried by Structure: ADAMS STREET
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: 20.4m (66.9ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 17.5m (57.4ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 20.4m (66.9ft),  Out-to-Out Width: 24.1m (79.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 28.5 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: 22.0 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 56 039,  Location: 08-RIV-091-14.60-RIV (Lat: 33.919186,  Lng: -117.434833),  Route carried "on" structure: City street ,  Year Built: 2003,  Status: Open,  Structure Length: 6.20m (20.34ft),  Average Daily Traffic: 11,200 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 13,500 (year 2040),  Design Load: HS 20,  Features Intersected: STATE ROUTE 91,  Facility Carried by Structure: JACKSON STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.0m (101.7ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 15.6m (51.2ft)

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: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 56 0391,  Location: 08-RIV-091-15.10-RIV (Lat: 33.922969,  Lng: -117.427147),  Route carried "on" structure: State highway 91,  Year Built: 1959,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 203,000 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 242,578 (year 2040),  Design Load: HS 20,  Features Intersected: MONROE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.100,  Lanes on structure: 10,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 22.5m (73.8ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 47.1m (154.5ft),  Out-to-Out Width: 47.1m (154.5ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 71.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.1 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: Equal to present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 56 0394,  Location: 08-RIV-091-14.08-RIV (Lat: 33.914911,  Lng: -117.442272),  Route carried "on" structure: City street R093,  Year Built: 2011,  Status: Open,  Structure Length: 6.14m (20.14ft),  Average Daily Traffic: 24,000 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 27,313 (year 2040),  Design Load: HS 20,  Features Intersected: STATE ROUTE 91,  Facility Carried by Structure: VAN BUREN BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 10,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.9m (65.3ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.7m (113.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 41.4m (135.8ft),  Out-to-Out Width: 46.1m (151.2ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 37.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 29.5 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: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 56 0398,  Location: 08-RIV-215-R43.08R-RIV (Lat: 33.992247,  Lng: -117.354047),  Route carried "on" structure: Interstate 215,  Year Built: 1961,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 4.16m (13.65ft),  Average Daily Traffic: 200,000 (year 2012),  Truck Traffic: 7%,  Average Future Daily Traffic: 225,658 (year 2039),  Design Load: HS 20,  Features Intersected: DOWN ST,AMTRAK,METROLINK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 43.080,  Lanes on structure: 12,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 78.3m (256.9ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.0m (78.7ft),  Curb-To-Curb Width: 78.3m (256.9ft),  Out-to-Out Width: 80.4m (263.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 37.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 19.4 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: Meets minimum limits,  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 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 56 0399,  Location: 08-RIV-215-R42.84R-RIV (Lat: 33.990286,  Lng: -117.350939),  Route carried "on" structure: Interstate 215,  Year Built: 1961,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 200,000 (year 2012),  Truck Traffic: 7%,  Average Future Daily Traffic: 345,603 (year 2039),  Design Load: HS 20,  Features Intersected: SPRUCE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.840,  Lanes on structure: 11,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 51.5m (169.0ft),  Skew: 35 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 41.1m (134.8ft),  Curb-To-Curb Width: 51.5m (169.0ft),  Out-to-Out Width: 53.0m (173.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 99.8 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: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 56 0402,  Location: 08-RIV-215-R43.25R-RIV (Lat: 33.993300,  Lng: -117.357325),  Route carried "on" structure: Interstate 215,  Year Built: 1961,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 7.39m (24.25ft),  Average Daily Traffic: 168,000 (year 2012),  Truck Traffic: 11%,  Average Future Daily Traffic: 353,748 (year 2039),  Design Load: HS 20,  Features Intersected: E91-N215&W60, S215-W91
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 43.250,  Lanes on structure: 10,  Lanes under structure: 19,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 57.3m (188.0ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.3m (79.7ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 57.3m (188.0ft),  Out-to-Out Width: 59.4m (194.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 36.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 19.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 56 0403,  Location: 08-RIV-215-42.63-RIV (Lat: 33.988444,  Lng: -117.347950),  Route carried "on" structure: Interstate 215,  Year Built: 1961,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 9.75m (31.99ft),  Average Daily Traffic: 180,000 (year 2012),  Truck Traffic: 11%,  Average Future Daily Traffic: 357,287 (year 2039),  Design Load: HS 20,  Features Intersected: CHICAGO AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.630,  Lanes on structure: 14,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 31.6m (103.7ft),  Skew: 39 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 37.5m (123.0ft),  Curb-To-Curb Width: 62.7m (205.7ft),  Out-to-Out Width: 67.0m (219.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 88.8 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: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 56 0408,  Location: 08-RIV-215-41.49-RIV (Lat: 33.975656,  Lng: -117.335264),  Route carried "on" structure: Interstate 215,  Year Built: 1961,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 3.31m (10.86ft),  Average Daily Traffic: 168,000 (year 2012),  Truck Traffic: 11%,  Average Future Daily Traffic: 353,748 (year 2039),  Design Load: HS 20,  Features Intersected: UNIVERSITY AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.490,  Lanes on structure: 9,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 21.8m (71.5ft),  Skew: 34 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.1m (108.6ft),  Curb-To-Curb Width: 52.4m (171.9ft),  Out-to-Out Width: 54.5m (178.8ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 63.8 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 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 56 0409,  Location: 08-RIV-060-11.44-RIV (Lat: 33.998206,  Lng: -117.369517),  Route carried "on" structure: State highway 60,  Year Built: 1962,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 126,000 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 198,300 (year 2040),  Design Load: HS 20,  Features Intersected: FAIRMOUNT BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.440,  Lanes on structure: 8,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 16.4m (53.8ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 32.8m (107.6ft),  Out-to-Out Width: 34.3m (112.5ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 82.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  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

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Structure Number: 56 041,  Location: 08-RIV-060-10.51-RIV (Lat: 34.004061,  Lng: -117.384153),  Route carried "on" structure: State highway 60,  Year Built: 1962,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 32.00m (104.99ft),  Average Daily Traffic: 126,000 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 198,300 (year 2038),  Design Load: HS 20,  Features Intersected: SANTA ANA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.510,  Lanes on structure: 8,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 22.0m (72.2ft),  Skew: 39 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 32.5m (106.6ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 43.9m (144.0ft),  Out-to-Out Width: 45.6m (149.6ft)

Condition: Deck: Good,  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: 27.2 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,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 32.13m (105.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 56 0416,  Location: 08-RIV-060-11.07-RIV (Lat: 34.000500,  Lng: -117.374939),  Route carried "on" structure: State highway 60,  Year Built: 1962,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 6.73m (22.08ft),  Average Daily Traffic: 126,000 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 198,300 (year 2040),  Design Load: HS 20,  Features Intersected: MARKET STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.070,  Lanes on structure: 8,  Lanes under structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Skew: 36 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.7m (110.6ft),  Curb-To-Curb Width: 32.3m (106.0ft),  Out-to-Out Width: 34.3m (112.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 48.0 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: 25.6 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: Meets minimum limits,  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,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 56 0417,  Location: 08-RIV-060-11.73-RIV (Lat: 33.996758,  Lng: -117.364772),  Route carried "on" structure: City street R045,  Year Built: 1962,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 10,800 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 12,784 (year 2040),  Design Load: HS 20,  Features Intersected: STATE ROUTE 60,  Facility Carried by Structure: MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 23.8m (78.1ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 60.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 56 0418,  Location: 08-RIV-060-11.82-RIV (Lat: 33.996206,  Lng: -117.363344),  Route carried "on" structure: City street ,  Year Built: 1962,  Status: Open,  Structure Length: 6.72m (22.05ft),  Average Daily Traffic: 4,300 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,434 (year 2040),  Design Load: HS 20,  Features Intersected: STATE ROUTE 60,  Facility Carried by Structure: ORANGE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.0m (59.1ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 85.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  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

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Structure Number: 56 0419,  Location: 08-RIV-091-13.04-RIV (Lat: 33.906153,  Lng: -117.456847),  Route carried "on" structure: State highway 91,  Year Built: 1959,  Year Reconstructed: 1973,  Status: Open,  Structure Length: 2.50m (8.20ft),  Average Daily Traffic: 220,000 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 250,000 (year 2040),  Design Load: HS 20,  Features Intersected: TYLER STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.040,  Lanes on structure: 8,  Lanes under structure: 7,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.7m (81.0ft),  Curb-To-Curb Width: 33.2m (108.9ft),  Out-to-Out Width: 34.6m (113.5ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 64.8 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: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 56 042,  Location: 08-RIV-060-15.34-MORV (Lat: 33.940942,  Lng: -117.244050),  Route carried "on" structure: State highway 60,  Year Built: 1962,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 132,000 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 157,776 (year 2042),  Design Load: HS 20,  Features Intersected: HEACOCK STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.340,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 32.9m (107.9ft),  Out-to-Out Width: 34.3m (112.5ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 62.5 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: High priority of corrective action,  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

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Structure Number: 56 0426,  Location: 08-RIV-091-11.10-RIV (Lat: 33.896978,  Lng: -117.488375),  Route carried "on" structure: State highway 91,  Year Built: 1959,  Year Reconstructed: 1973,  Status: Open,  Structure Length: 10.52m (34.51ft),  Average Daily Traffic: 203,000 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 242,578 (year 2040),  Design Load: HS 20,  Features Intersected: MAGNOLIA AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.100,  Lanes on structure: 10,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 34 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 45.7m (149.9ft),  Out-to-Out Width: 47.7m (156.5ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 63.5 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: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 56 043,  Location: 08-RIV-010-R11.96-BAN (Lat: 33.924097,  Lng: -116.901139),  Route carried "on" structure: Interstate 10,  Year Built: 1961,  Year Reconstructed: 1970,  Status: Open,  Structure Length: 2.45m (8.04ft),  Average Daily Traffic: 123,000 (year 2012),  Truck Traffic: 14%,  Average Future Daily Traffic: 187,600 (year 2040),  Design Load: HS 20,  Features Intersected: 22ND STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.960,  Lanes on structure: 8,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 45.5m (149.3ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.5m (80.4ft),  Curb-To-Curb Width: 45.5m (149.3ft),  Out-to-Out Width: 47.0m (154.2ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 92.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.4 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 56 0436,  Location: 08-RIV-215-45.01-RIV (Lat: 34.015569,  Lng: -117.343028),  Route carried "on" structure: City street R182,  Year Built: 1961,  Status: Open,  Structure Length: 9.42m (30.91ft),  Average Daily Traffic: 150,000 (year 2012),  Truck Traffic: 6%,  Average Future Daily Traffic: 203,355 (year 2039),  Design Load: HS 20,  Features Intersected: I 215, E & W LA CADENA,  Facility Carried by Structure: CENTER ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.2m (86.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 65.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 56 0453,  Location: 08-RIV-215-43.90-RIV (Lat: 34.001403,  Lng: -117.352442),  Route carried "on" structure: City street R181,  Year Built: 1961,  Status: Open,  Structure Length: 7.83m (25.69ft),  Average Daily Traffic: 155,000 (year 2012),  Truck Traffic: 4%,  Average Future Daily Traffic: 198,272 (year 2039),  Design Load: HS 20,  Features Intersected: INTERSTATE 215,LA CADENA,  Facility Carried by Structure: COLUMBIA AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.2m (66.3ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 19.7m (64.6ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 71.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 56 0473,  Location: 08-RIV-091-10.70-RIV (Lat: 33.896697,  Lng: -117.495092),  Route carried "on" structure: State highway 91,  Year Built: 1961,  Status: Open,  Structure Length: 1.75m (5.74ft),  Average Daily Traffic: 239,000 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 305,800 (year 2040),  Features Intersected: PIERCE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.700,  Lanes on structure: 11,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 17.5m (57.4ft),  Skew: 34 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.8m (19.0ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021

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Structure Number: 56 0477,  Location: 08-RIV-060-13.31-RIV (Lat: 33.942333,  Lng: -117.279303),  Route carried "on" structure: State highway 60,  Year Built: 1962,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 130,000 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 157,776 (year 2042),  Design Load: HS 20,  Features Intersected: DAY STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.310,  Lanes on structure: 11,  Lanes under structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 37.6m (123.4ft),  Skew: 31 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.0m,  Curb-To-Curb Width: 55.9m (183.4ft),  Out-to-Out Width: 57.8m (189.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 87.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.8 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: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 56 0501L,  Location: 08-RIV-015-41.48-COR (Lat: 33.881528,  Lng: -117.547225),  Route carried "on" structure: Interstate 15,  Year Built: 1989,  Status: Open,  Structure Length: 6.45m (21.16ft),  Average Daily Traffic: 76,500 (year 2012),  Truck Traffic: 3%,  Average Future Daily Traffic: 111,380 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 91
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 41.480,  Lanes on structure: 4,  Lanes under structure: 9,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 21.6m (70.9ft),  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: 35.1m (115.2ft),  Curb-To-Curb Width: 21.6m (70.9ft),  Out-to-Out Width: 22.7m (74.5ft)

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

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Structure Number: 56 0504,  Location: 08-RIV-215-39.48-RIV (Lat: 33.958989,  Lng: -117.309206),  Route carried "on" structure: Interstate 215,  Year Built: 1966,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 4.79m (15.72ft),  Average Daily Traffic: 168,000 (year 2009),  Truck Traffic: 11%,  Average Future Daily Traffic: 353,748 (year 2039),  Design Load: HS 20,  Features Intersected: CENTRAL AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.480,  Lanes on structure: 9,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 49.2m (161.4ft),  Skew: 32 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.3m (83.0ft),  Curb-To-Curb Width: 49.2m (161.4ft),  Out-to-Out Width: 50.7m (166.3ft)

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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 56 0506F,  Location: 08-RIV-060-R12.10-RIV (Lat: 33.945508,  Lng: -117.293786),  Route carried "on" structure: Ramp Interstate 60,  Year Built: 1966,  Status: Open,  Structure Length: 18.40m (60.37ft),  Average Daily Traffic: 7,500 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,700 (year 2040),  Design Load: HS 20,  Features Intersected: I 215, SR 60, & RAMPS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.100,  Lanes on structure: 1,  Lanes under structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 6.8m (22.3ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 24.2m (79.4ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 6.8m (22.3ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 37.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 29.2 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: 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: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 56 0507R,  Location: 08-RIV-060-R12.20-RIV (Lat: 33.943997,  Lng: -117.292928),  Route carried "on" structure: State highway 60,  Year Built: 1966,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 5.73m (18.80ft),  Average Daily Traffic: 81,000 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 93,000 (year 2040),  Design Load: HS 20,  Features Intersected: INTERSTATE 215 NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.200,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 5 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.9m (98.1ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 17.8m (58.4ft)

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: 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: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous