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

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Structure Number: 56 017,  Location: 08-RIV-074-3.50 (Lat: 33.620914,  Lng: -117.423906),  Route carried "on" structure: State highway 74,  Year Built: 1931,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 8,600 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 19,916 (year 2041),  Design Load: H 15,  Features Intersected: DECKER CANYON
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.500,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Channel: Very good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: High priority of corrective action,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021

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Structure Number: 56 0175,  Location: 08-RIV-215-23.51-PER (Lat: 33.753839,  Lng: -117.189367),  Route carried "on" structure: State highway 215,  Year Built: 1962,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 7.53m (24.70ft),  Average Daily Traffic: 72,000 (year 2009),  Truck Traffic: 12%,  Average Future Daily Traffic: 139,567 (year 2038),  Design Load: HS 20,  Features Intersected: ST RTE 74, BNSF RY, RCTC
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.510,  Lanes on structure: 7,  Lanes under structure: 3,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 39.0m (128.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 39.0m (128.0ft),  Out-to-Out Width: 40.5m (132.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 66.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.2 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: September 2018,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 56 029,  Location: 08-RIV-111-11.03 (Lat: 33.533158,  Lng: -115.964781),  Route carried "on" structure: State highway 111,  Year Built: 1951,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 2,700 (year 2012),  Truck Traffic: 11%,  Average Future Daily Traffic: 4,263 (year 2038),  Design Load: HS 20,  Features Intersected: OAK DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.030,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.4m (11.2ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 64.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2021

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Structure Number: 56 0295,  Location: 08-RIV-215-24.91-PER (Lat: 33.771381,  Lng: -117.196858),  Route carried "on" structure: State highway 215,  Year Built: 1953,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 88,000 (year 2016),  Truck Traffic: 12%,  Average Future Daily Traffic: 139,567 (year 2038),  Design Load: HS 20,  Features Intersected: SAN JACINTO RIV OVERFLOW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.910,  Lanes on structure: 6,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 34.1m (111.9ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 34.1m (111.9ft),  Out-to-Out Width: 35.7m (117.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 57.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.7 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 56 0296,  Location: 08-RIV-215-25.10-PER (Lat: 33.773142,  Lng: -117.199547),  Route carried "on" structure: State highway 215,  Year Built: 1953,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 4.97m (16.31ft),  Average Daily Traffic: 72,000 (year 2010),  Truck Traffic: 12%,  Average Future Daily Traffic: 139,567 (year 2038),  Design Load: HS 20,  Features Intersected: SAN JACINTO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.100,  Lanes on structure: 6,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 34.1m (111.9ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 34.1m (111.9ft),  Out-to-Out Width: 35.7m (117.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 75.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.7 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 56 0297,  Location: 08-RIV-215-25.32-PER (Lat: 33.775122,  Lng: -117.202550),  Route carried "on" structure: State highway 215,  Year Built: 1953,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 88,000 (year 2016),  Truck Traffic: 12%,  Average Future Daily Traffic: 139,567 (year 2038),  Design Load: HS 20,  Features Intersected: SAN JACINTO RIV OVERFLOW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.320,  Lanes on structure: 6,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 34.1m (111.9ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 34.1m (111.9ft),  Out-to-Out Width: 35.7m (117.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 60.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 56 0720L,  Location: 08-RIV-015-10.59 (Lat: 33.565283,  Lng: -117.206928),  Route carried "on" structure: Interstate 15,  Year Built: 1979,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 130,000 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 223,691 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: CALIFORNIA OAKS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.590,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 21.6m (70.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.0m (128.0ft),  Curb-To-Curb Width: 21.6m (70.9ft),  Out-to-Out Width: 22.7m (74.5ft)

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

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Structure Number: 56 0729,  Location: 08-RIV-215-22.76-PER (Lat: 33.742864,  Lng: -117.189786),  Route carried "on" structure: City street ,  Year Built: 1992,  Status: Open,  Structure Length: 6.71m (22.01ft),  Average Daily Traffic: 36,000 (year 2012),  Truck Traffic: 7%,  Average Future Daily Traffic: 70,000 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 215,  Facility Carried by Structure: ETHANAC ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.9m (107.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 25.5m (83.7ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 56 0760L,  Location: 08-RIV-086-R22.16-COA (Lat: 33.707658,  Lng: -116.181172),  Route carried "on" structure: State highway 86,  Year Built: 1993,  Status: Open,  Structure Length: 5.52m (18.11ft),  Average Daily Traffic: 13,500 (year 2012),  Truck Traffic: 21%,  Average Future Daily Traffic: 16,777 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: DILLON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.160,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 8,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 27.1m (88.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.9m (42.3ft)

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

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Structure Number: 56 0761,  Location: 08-RIV-215-R28.00-PER (Lat: 33.802561,  Lng: -117.233072),  Route carried "on" structure: County highway W550,  Year Built: 1994,  Status: Open,  Structure Length: 7.91m (25.95ft),  Average Daily Traffic: 10,554 (year 2011),  Truck Traffic: 3%,  Average Future Daily Traffic: 17,000 (year 2038),  Design Load: HS 20,  Features Intersected: INTERSTATE 215,  Facility Carried by Structure: NUEVO ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 42.4m (139.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 26.8m (87.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 56 0763,  Location: 08-RIV-215-R29.50-PER (Lat: 33.823064,  Lng: -117.241608),  Route carried "on" structure: County highway ,  Year Built: 1994,  Status: Open,  Structure Length: 6.61m (21.69ft),  Average Daily Traffic: 4,140 (year 2012),  Truck Traffic: 3%,  Average Future Daily Traffic: 6,700 (year 2038),  Design Load: HS 20,  Features Intersected: INTERSTATE 215,  Facility Carried by Structure: PLACENTIA AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.4m (112.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 25.2m (82.7ft)

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

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Structure Number: 56 0765,  Location: 08-RIV-215-R32.30-PER (Lat: 33.862469,  Lng: -117.260006),  Route carried "on" structure: County highway ,  Year Built: 1994,  Status: Open,  Structure Length: 6.58m (21.59ft),  Average Daily Traffic: 13,900 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 17,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 215,  Facility Carried by Structure: HARLEY KNOX BLVD
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.9m (107.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 26.8m (87.9ft)

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

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Structure Number: 56 0770R,  Location: 08-RIV-215-22.33 (Lat: 33.736669,  Lng: -117.189103),  Route carried "on" structure: State highway 215,  Year Built: 1992,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 37,000 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 70,691 (year 2038),  Design Load: HS 20,  Features Intersected: ROMOLAND FLOOD CNTL CHNL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.330,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 56 084,  Location: 08-RIV-091-18.98-RIV (Lat: 33.959811,  Lng: -117.377739),  Route carried "on" structure: City street ,  Year Built: 2015,  Status: Open,  Structure Length: 5.09m (16.70ft),  Average Daily Traffic: 1,450 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,800 (year 2041),  Design Load: HL 93,  Features Intersected: ROUTE 91,  Facility Carried by Structure: IVY STREET
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: 10.3m (33.8ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.6m (87.3ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 10.3m (33.8ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 56 0846,  Location: 08-RIV-215-R34.25-PER (Lat: 33.887867,  Lng: -117.270392),  Route carried "on" structure: County highway ,  Year Built: 2014,  Status: Open,  Structure Length: 9.56m (31.36ft),  Average Daily Traffic: 30,000 (year 2015),  Truck Traffic: 2%,  Average Future Daily Traffic: 36,000 (year 2038),  Design Load: HL 93,  Features Intersected: INTERSTATE 215,  Facility Carried by Structure: VAN BUREN BLVD
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 55.0m (180.4ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 26.8m (87.9ft),  Out-to-Out Width: 30.0m (98.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 56 0847,  Location: 08-RIV-074-27.51 (Lat: 33.783672,  Lng: -117.216456),  Route carried "on" structure: State highway 74,  Year Built: 2011,  Status: Open,  Structure Length: 7.34m (24.08ft),  Average Daily Traffic: 26,000 (year 2012),  Truck Traffic: 12%,  Average Future Daily Traffic: 38,536 (year 2040),  Design Load: HL 93,  Features Intersected: INTERSTATE 215
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.510,  Lanes on structure: 8,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 35.3m (115.8ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.7m (120.4ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 0.0m,  Curb-To-Curb Width: 35.3m (115.8ft),  Out-to-Out Width: 38.5m (126.3ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 71.6 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: 48.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 56 0851,  Location: 08-RIV-215-27.23-PER (Lat: 33.792011,  Lng: -117.228664),  Route carried "on" structure: Ramp Interstate 215,  Year Built: 2016,  Status: Open,  Structure Length: 14.98m (49.15ft),  Average Daily Traffic: 3,100 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,371 (year 2038),  Design Load: HL 93,  Features Intersected: INTERSTATE 215
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.230,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 60.2m (197.5ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 56 0891,  Location: 08-RIV-215-R18.53-PER (Lat: 33.685069,  Lng: -117.171900),  Route carried "on" structure: County highway ,  Year Built: 2000,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 8.69m (28.51ft),  Average Daily Traffic: 80,000 (year 2012),  Truck Traffic: 7%,  Average Future Daily Traffic: 122,013 (year 2037),  Design Load: HS 20,  Features Intersected: INTERSTATE 215,  Facility Carried by Structure: NEWPORT ROAD WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 37.8m (124.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 43.5m (142.7ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 37.8m (124.0ft),  Out-to-Out Width: 40.4m (132.5ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 56C0032,  Location: 0.3 MI. E/O ROUTE 10 FWY (Lat: 33.925089,  Lng: -116.636242),  Route carried "on" structure: County highway ,  Year Built: 1923,  Status: Open,  Structure Length: 13.23m (43.41ft),  Average Daily Traffic: 50 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 51 (year 2039),  Features Intersected: WHITEWATER RIVER,  Facility Carried by Structure: WHITEWATER CUTOFF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 16.5m (54.1ft),  Curb-To-Curb Width: 6.4m (21.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 56C0035,  Location: 0.8 MI S/E OF ELLIS AVE (Lat: 33.765189,  Lng: -117.208039),  Route carried "on" structure: City street ,  Year Built: 1927,  Status: Open,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 6,189 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,153 (year 2038),  Features Intersected: SAN JACINTO RIVER,  Facility Carried by Structure: CASE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 28.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 17.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 56C0036,  Location: 0.83 MI S OF ELLIS AVENUE (Lat: 33.764444,  Lng: -117.206806),  Route carried "on" structure: City street ,  Year Built: 1928,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 6,189 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,153 (year 2038),  Features Intersected: SAN JACINTO RIV OVERFLOW,  Facility Carried by Structure: CASE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 28.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 17.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 56C0038,  Location: 2.2 MI. E/O RTE. 215 FWY. (Lat: 33.844419,  Lng: -117.213203),  Route carried "on" structure: City street ,  Year Built: 1956,  Year Reconstructed: 1979,  Status: Open,  Structure Length: 3.06m (10.04ft),  Average Daily Traffic: 26,340 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 30,663 (year 2038),  Design Load: H 15,  Features Intersected: PERRIS VALLEY STORM DRN,  Facility Carried by Structure: RAMONA EXPRESSWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 27.3m (89.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 53.5 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 56C017,  Location: AT COLLETT AVENUE (Lat: 33.911639,  Lng: -117.483189),  Route carried "on" structure: City street ,  Year Built: 1963,  Year Reconstructed: 1975,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 18,000 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 39,385 (year 2044),  Features Intersected: LA SIERRA CHANNEL,  Facility Carried by Structure: LA SIERRA AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 26.2m (86.0ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.3m (10.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 26.2m (86.0ft),  Out-to-Out Width: 30.8m (101.0ft)

Condition: Channel: Excellent,  Culverts: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  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,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 56C0172,  Location: 1.4 MI. S/O ELLIS AVENUE (Lat: 33.751253,  Lng: -117.223536),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 4.36m (14.30ft),  Average Daily Traffic: 12,746 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 15,348 (year 2038),  Design Load: H 15,  Features Intersected: SAN JACINTO RIVER,  Facility Carried by Structure: GOETZ ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.3m (40.4ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Very good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 71.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 56C0536,  Location: 0.9 MI EAST OF PERRIS BLV (Lat: 33.830067,  Lng: -117.210514),  Route carried "on" structure: City street ,  Year Built: 2005,  Status: Open,  Structure Length: 2.42m (7.94ft),  Average Daily Traffic: 2,057 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,440 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: PERRIS VALLEY STORMDRAIN,  Facility Carried by Structure: RIDER ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.3m (63.3ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 4.6m (15.1ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 19.3m (63.3ft),  Out-to-Out Width: 23.3m (76.4ft)

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,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 56C058,  Location: 1.4 MI S/O AVE 66 (Lat: 33.554453,  Lng: -116.164469),  Route carried "on" structure: County highway ,  Year Built: 1976,  Status: Open,  Structure Length: 2.62m (8.60ft),  Average Daily Traffic: 5,227 (year 2013),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,000 (year 2040),  Features Intersected: MOYNE DITCH,  Facility Carried by Structure: HARRISON ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2021

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Structure Number: 56C0588,  Location: .15 MI E/MURRIETTA ROAD (Lat: 33.815575,  Lng: -117.206403),  Route carried "on" structure: City street ,  Year Built: 2010,  Status: Open,  Structure Length: 4.90m (16.08ft),  Average Daily Traffic: 9,650 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 11,775 (year 2037),  Features Intersected: PERRIS VALLEY STORMDRAIN,  Facility Carried by Structure: ORANGE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.5m (44.3ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 4.3m (14.1ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft)

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 48 months,  Inspection Date: September 2019

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Structure Number: 56C0589,  Location: 1 MI N/ NUEVO RD. (Lat: 33.801375,  Lng: -117.199686),  Route carried "on" structure: City street ,  Year Built: 2010,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 3,310 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,067 (year 2037),  Features Intersected: PERRIS VALLEY LINE "Q",  Facility Carried by Structure: EVANS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.3m (43.6ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.9m (9.5ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 28.6m (93.8ft),  Out-to-Out Width: 47.6m (156.2ft)

Condition: Channel: Excellent,  Culverts: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2019

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Structure Number: 56C065,  Location: INT. ESPLANADE AND WARREN (Lat: 33.772917,  Lng: -117.033444),  Route carried "on" structure: City street ,  Year Built: 1958,  Status: Open,  Structure Length: 1.50m (4.92ft),  Average Daily Traffic: 8,000 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 14,000 (year 2040),  Features Intersected: 2ND SAN DIEGO AQUA CANAL,  Facility Carried by Structure: WARREN AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.8m (12.5ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 76.0m (249.3ft)

Condition: Channel: Excellent,  Culverts: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021

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Structure Number: 56C0652,  Location: 1.55 MI. E/O RTE. 215 FWY (Lat: 33.801100,  Lng: -117.206281),  Route carried "on" structure: City street ,  Year Built: 2021,  Status: Open,  Structure Length: 6.52m (21.39ft),  Average Daily Traffic: 16,020 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 17,634 (year 2043),  Design Load: HL 93,  Features Intersected: PERRIS VALLEY STORM DRN,  Facility Carried by Structure: E NUEVO ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.2m (105.6ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 25.0m (82.0ft),  Out-to-Out Width: 34.7m (113.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 56 0175,  Location: 08-RIV-215-23.51-PER (Lat: 33.753839,  Lng: -117.189367),  Route carried "under" structure: State highway 74,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 24,750 (year 2009),  Truck Traffic: 10%,  Features Intersected: ST RTE 74, BNSF RY, RCTC,  Facility Carried by Structure: INTERSTATE 215
Minimum Vertical Clearance: 6.22m (20.41ft),  Kilometerpoint: 27.540,  Lanes on structure: 7,  Lanes under structure: 3,  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.8m (87.9ft)

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Structure Number: 56 0729,  Location: 08-RIV-215-22.76-PER (Lat: 33.742864,  Lng: -117.189786),  Route carried "under" structure: State highway 215,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 74,000 (year 2016),  Truck Traffic: 8%,  Features Intersected: INTERSTATE 215,  Facility Carried by Structure: ETHANAC ROAD
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 22.760,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 32.9m (107.9ft)

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Structure Number: 56 0761,  Location: 08-RIV-215-R28.00-PER (Lat: 33.802561,  Lng: -117.233072),  Route carried "under" structure: State highway 215,  Year Built: 1994,  Structure Length: 0. m,  Average Daily Traffic: 82,000 (year 2010),  Truck Traffic: 14%,  Features Intersected: INTERSTATE 215,  Facility Carried by Structure: NUEVO ROAD
Minimum Vertical Clearance: 5.74m (18.83ft),  Kilometerpoint: 28.000,  Lanes on structure: 5,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 42.4m (139.1ft)

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Structure Number: 56 0763,  Location: 08-RIV-215-R29.50-PER (Lat: 33.823064,  Lng: -117.241608),  Route carried "under" structure: State highway 215,  Year Built: 1994,  Structure Length: 0. m,  Average Daily Traffic: 82,000 (year 2010),  Truck Traffic: 14%,  Features Intersected: INTERSTATE 215,  Facility Carried by Structure: PLACENTIA AVE
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 29.500,  Lanes on structure: 5,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 34.4m (112.9ft)

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Structure Number: 56 0765,  Location: 08-RIV-215-R32.30-PER (Lat: 33.862469,  Lng: -117.260006),  Route carried "under" structure: State highway 215,  Year Built: 1994,  Structure Length: 0. m,  Average Daily Traffic: 117,000 (year 2012),  Truck Traffic: 11%,  Features Intersected: INTERSTATE 215,  Facility Carried by Structure: HARLEY KNOX BLVD
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 32.300,  Lanes on structure: 5,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 32.9m (107.9ft)

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Structure Number: 56 0846,  Location: 08-RIV-215-R34.25-PER (Lat: 33.887867,  Lng: -117.270392),  Route carried "under" structure: State highway 215,  Year Built: 2014,  Structure Length: 0. m,  Average Daily Traffic: 120,000 (year 2010),  Truck Traffic: 12%,  Features Intersected: INTERSTATE 215,  Facility Carried by Structure: VAN BUREN BLVD
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 34.250,  Lanes on structure: 5,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 55.0m (180.4ft)

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Structure Number: 56 0847,  Location: 08-RIV-074-27.51 (Lat: 33.783672,  Lng: -117.216456),  Route carried "under" structure: State highway 215,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 84,000 (year 2011),  Truck Traffic: 14%,  Features Intersected: INTERSTATE 215,  Facility Carried by Structure: STATE ROUTE 74
Minimum Vertical Clearance: 6.05m (19.85ft),  Kilometerpoint: 26.310,  Lanes on structure: 8,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 36.7m (120.4ft)

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Structure Number: 56 085,  Location: 08-RIV-215-27.04-PER (Lat: 33.790114,  Lng: -117.226069),  Route carried "under" structure: State highway 215,  Year Built: 2016,  Structure Length: 0. m,  Average Daily Traffic: 82,000 (year 2009),  Truck Traffic: 14%,  Features Intersected: INTERSTATE 215,  Facility Carried by Structure: PERRIS BLVD
Minimum Vertical Clearance: 5.60m (18.37ft),  Kilometerpoint: 27.040,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 34.9m (114.5ft)

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Structure Number: 56 0851,  Location: 08-RIV-215-27.23-PER (Lat: 33.792011,  Lng: -117.228664),  Route carried "under" structure: State highway 215,  Year Built: 2016,  Structure Length: 0. m,  Average Daily Traffic: 82,000 (year 2012),  Truck Traffic: 14%,  Features Intersected: INTERSTATE 215
Minimum Vertical Clearance: 5.90m (19.36ft),  Kilometerpoint: 27.230,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 60.2m (197.5ft)

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Structure Number: 56 0891,  Location: 08-RIV-215-R18.53-PER (Lat: 33.685069,  Lng: -117.171900),  Route carried "under" structure: State highway 215,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 81,000 (year 2010),  Truck Traffic: 6%,  Features Intersected: INTERSTATE 215,  Facility Carried by Structure: NEWPORT ROAD WB
Minimum Vertical Clearance: 5.44m (17.85ft),  Kilometerpoint: 18.530,  Lanes on structure: 8,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 43.5m (142.7ft)