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

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Structure Number: 56 0651,  Location: 08-RIV-215-R12.51-MRTA (Lat: 33.598544,  Lng: -117.175067),  Route carried "on" structure: County highway ,  Year Built: 1979,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 9.30m (30.51ft),  Average Daily Traffic: 93,000 (year 2012),  Truck Traffic: 7%,  Average Future Daily Traffic: 147,924 (year 2038),  Design Load: HS 20,  Features Intersected: INTERSTATE 215,  Facility Carried by Structure: CLINTON KEITH RD
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: 25.6m (84.0ft),  Skew: 31 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 47.8m (156.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 30.6m (100.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 68.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: 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 0652,  Location: 08-RIV-215-R14.50 (Lat: 33.626858,  Lng: -117.170992),  Route carried "on" structure: State highway 215,  Year Built: 1979,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 3.57m (11.71ft),  Average Daily Traffic: 83,000 (year 2010),  Truck Traffic: 8%,  Average Future Daily Traffic: 129,913 (year 2038),  Design Load: HS 20,  Features Intersected: KELLER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.500,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 33.7m (110.6ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.7m (117.1ft),  Curb-To-Curb Width: 33.7m (110.6ft),  Out-to-Out Width: 35.4m (116.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 96.2 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: 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 0658,  Location: 08-RIV-215-R9.51-MRTA (Lat: 33.556086,  Lng: -117.181342),  Route carried "on" structure: County highway ,  Year Built: 1977,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 6.64m (21.78ft),  Average Daily Traffic: 35,000 (year 2012),  Truck Traffic: 7%,  Average Future Daily Traffic: 70,000 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 215 & RAMPS,  Facility Carried by Structure: MURRIETA HOT SP RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 24.2m (79.4ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 45.7m (149.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 24.2m (79.4ft),  Out-to-Out Width: 29.2m (95.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 82.9 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: Better than 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 0659,  Location: 08-RIV-215-R10.65-MRTA (Lat: 33.572589,  Lng: -117.181178),  Route carried "on" structure: County highway W560,  Year Built: 1979,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 6.00m (19.69ft),  Average Daily Traffic: 35,000 (year 2012),  Truck Traffic: 7%,  Average Future Daily Traffic: 50,000 (year 2038),  Design Load: HS 20,  Features Intersected: INTERSTATE 215,  Facility Carried by Structure: LOS ALAMOS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 32.3m (106.0ft),  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: 30.2m (99.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 32.3m (106.0ft),  Out-to-Out Width: 36.6m (120.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 72.3 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: 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: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 56 07,  Location: 08-RIV-015-9.47 (Lat: 33.554519,  Lng: -117.192483),  Route carried "on" structure: County highway ,  Year Built: 1977,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 11.46m (37.60ft),  Average Daily Traffic: 6,000 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,891 (year 2039),  Design Load: HS 20,  Features Intersected: INTERSTATE 15,  Facility Carried by Structure: MURIETTA HOT SPR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 29.9m (98.1ft),  Skew: 14 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 57.7m (189.3ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 29.9m (98.1ft),  Out-to-Out Width: 33.5m (109.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 77.8 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: Equal to 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 0701,  Location: 08-RIV-015-47.52 (Lat: 33.964486,  Lng: -117.549228),  Route carried "on" structure: County highway ,  Year Built: 1988,  Status: Open,  Structure Length: 6.86m (22.51ft),  Average Daily Traffic: 2,000 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,316 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 15,  Facility Carried by Structure: 68TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  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: 0.0m,  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Superior 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 0702F,  Location: 08-RIV-215-R8.94-MRTA (Lat: 33.548228,  Lng: -117.181389),  Route carried "on" structure: Ramp State highway 215,  Year Built: 1977,  Status: Open,  Structure Length: 16.28m (53.41ft),  Average Daily Traffic: 50,000 (year 2012),  Truck Traffic: 7%,  Average Future Daily Traffic: 100,000 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 15
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.940,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 59.7m (195.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Fair,  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: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum 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 0720R,  Location: 08-RIV-015-10.59 (Lat: 33.565689,  Lng: -117.206675),  Route carried "on" structure: Interstate 15,  Year Built: 1979,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 3.92m (12.86ft),  Average Daily Traffic: 125,000 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 147,433 (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: 20.4m (66.9ft),  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: 39.2m (128.6ft),  Curb-To-Curb Width: 20.4m (66.9ft),  Out-to-Out Width: 21.7m (71.2ft)

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: Equal to 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 0831,  Location: 08-RIV-215-R13.01-MRTA (Lat: 33.604994,  Lng: -117.171939),  Route carried "on" structure: City street ,  Year Built: 2008,  Status: Open,  Structure Length: 8.20m (26.90ft),  Average Daily Traffic: 93,000 (year 2012),  Truck Traffic: 7%,  Average Future Daily Traffic: 147,924 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 215, ANTELOPE,  Facility Carried by Structure: LINNEL LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 44.5m (146.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 23.8m (78.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 56C0164,  Location: 0.2 MI SW/O WASH AVENUE (Lat: 33.538308,  Lng: -117.202014),  Route carried "on" structure: City street ,  Year Built: 1988,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 1,355 (year 2009),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,532 (year 2044),  Design Load: HS 20+Mod,  Features Intersected: DE LUZ CREEK,  Facility Carried by Structure: GUAVA STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  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: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 56C022,  Location: 25' N/O STETSON AVENUE (Lat: 33.729494,  Lng: -116.997564),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 10,000 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 17,505 (year 2043),  Design Load: H 20,  Features Intersected: STETSON CHANNEL,  Facility Carried by Structure: KIRBY STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.3m (63.3ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 19.3m (63.3ft),  Out-to-Out Width: 22.9m (75.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Excellent,  Operating Rating: 49.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal 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: 56C0228,  Location: 1.1 MI. NW/O WINCHESTER (Lat: 33.532042,  Lng: -117.177278),  Route carried "on" structure: City street ,  Year Built: 1978,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 29,474 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 36,547 (year 2042),  Design Load: HS 20,  Features Intersected: WARM SPRINGS CREEK,  Facility Carried by Structure: JEFFERSON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 11.8m (38.7ft),  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,  Channel: Excellent,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 67.7 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,  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

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Structure Number: 56C0229,  Location: 0.9 MI. E/O ROUTE 215 FWY (Lat: 33.554206,  Lng: -117.166300),  Route carried "on" structure: City street ,  Year Built: 1973,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 3.02m (9.91ft),  Average Daily Traffic: 28,462 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 38,734 (year 2042),  Design Load: HS 20,  Features Intersected: WARM SPRINGS CREEK,  Facility Carried by Structure: MURRIETA HOT SP RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 23.3m (76.4ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 23.3m (76.4ft),  Out-to-Out Width: 27.2m (89.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 88.1 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 56C0281,  Location: 150' SE/O OLIVEWOOD AVE. (Lat: 33.960761,  Lng: -117.384336),  Route carried "on" structure: City street ,  Year Built: 1968,  Status: Open,  Structure Length: 2.77m (9.09ft),  Average Daily Traffic: 3,300 (year 2011),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,654 (year 2044),  Design Load: HS 20+Mod,  Features Intersected: UP RR & METROLINK,  Facility Carried by Structure: PACHAPPA DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 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: 56C0288,  Location: 0.45 MI S/O WASHINGTON AV (Lat: 33.549972,  Lng: -117.220911),  Route carried "on" structure: City street ,  Year Built: 1979,  Status: Open,  Structure Length: 3.54m (11.61ft),  Average Daily Traffic: 520 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,040 (year 2038),  Design Load: HS 20,  Features Intersected: MURRIETA CREEK,  Facility Carried by Structure: 'B' STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 94.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.7 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: Superior 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: 56C0404L,  Location: 0.2 MI. E/O ROUTE 79 HWY (Lat: 33.552331,  Lng: -117.136397),  Route carried "on" structure: County highway ,  Year Built: 1991,  Status: Open,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 9,320 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 9,718 (year 2037),  Design Load: HS 20,  Features Intersected: TUCALOCA CREEK,  Facility Carried by Structure: WB MURRIETA HS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 40.2m (131.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 13.3m (43.6ft)

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

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Structure Number: 56C0404R,  Location: 0.2 MI. E/O ROUTE 79 HWY (Lat: 33.552183,  Lng: -117.136481),  Route carried "on" structure: County highway ,  Year Built: 1991,  Status: Open,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 9,410 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 10,217 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: TUCALOCA CREEK,  Facility Carried by Structure: EB MURRIETA HS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 40.2m (131.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 13.3m (43.6ft)

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

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Structure Number: 56C0438,  Location: 0.1 MI SW/O GRAND AVENUE (Lat: 33.581856,  Lng: -117.256369),  Route carried "on" structure: City street ,  Year Built: 1992,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 4,390 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 7,270 (year 2038),  Features Intersected: SLAUGHTERHOUSE CREEK,  Facility Carried by Structure: CLINTON KEITH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 22.7m (74.5ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.4m (14.4ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 22.7m (74.5ft),  Out-to-Out Width: 30.5m (100.1ft)

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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2021

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Structure Number: 56C047,  Location: 0.1 MI. E/O BUCHANAN ST (Lat: 33.642425,  Lng: -116.091156),  Route carried "on" structure: County highway ,  Year Built: 1994,  Status: Open,  Structure Length: 2.00m (6.56ft),  Average Daily Traffic: 1,053 (year 2016),  Truck Traffic: 30%,  Average Future Daily Traffic: 2,040 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: COACHELLA CANAL,  Facility Carried by Structure: AIRPORT BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.4m (63.6ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.3m (53.5ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Channel: Very good,  Operating Rating: 51.8 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: 33.4 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 56C0475,  Location: 0.4 MI S/O MRTA HT SPS RD (Lat: 33.545858,  Lng: -117.193664),  Route carried "on" structure: City street ,  Year Built: 1996,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 0.96m (3.15ft),  Average Daily Traffic: 23,546 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 45,468 (year 2038),  Features Intersected: YODER WASH,  Facility Carried by Structure: JEFFERSON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 22.0m (72.2ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft),  Curb-To-Curb Width: 22.0m (72.2ft),  Out-to-Out Width: 28.7m (94.2ft)

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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2021

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Structure Number: 56C0477,  Location: 0.1 MI NW/O KALMIA STREET (Lat: 33.560314,  Lng: -117.215289),  Route carried "on" structure: City street ,  Year Built: 1997,  Status: Open,  Structure Length: 1.61m (5.28ft),  Average Daily Traffic: 1,916 (year 2013),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,748 (year 2038),  Features Intersected: DRAINAGE LINE F,  Facility Carried by Structure: ADAMS AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 0.0m,  Curb-To-Curb Width: 10.0m (32.8ft),  Out-to-Out Width: 12.1m (39.7ft)

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: 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,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 56C0478,  Location: 0.1 MI NW/O KALMIA STREET (Lat: 33.562186,  Lng: -117.211456),  Route carried "on" structure: City street ,  Year Built: 1997,  Status: Open,  Structure Length: 0.72m (2.36ft),  Average Daily Traffic: 12,591 (year 2013),  Truck Traffic: 1%,  Average Future Daily Traffic: 37,773 (year 2038),  Features Intersected: DRAINAGE LINE F,  Facility Carried by Structure: JEFFERSON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.3m (10.8ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Channel: Very 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,  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 48 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: 56C0479,  Location: 0.15 MI SW/O HAYES AVENUE (Lat: 33.554958,  Lng: -117.231814),  Route carried "on" structure: City street ,  Year Built: 2005,  Status: Open,  Structure Length: 8.44m (27.69ft),  Average Daily Traffic: 1,090 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,092 (year 2044),  Design Load: HS 20+Mod,  Features Intersected: MURRIETA CREEK,  Facility Carried by Structure: VINEYARD PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.3m (43.6ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 34.1m (111.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.9m (52.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 56C0491,  Location: 0.1 MI. NW/O KALMIA ST. (Lat: 33.557297,  Lng: -117.217939),  Route carried "on" structure: City street ,  Year Built: 1997,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 20,916 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 41,666 (year 2038),  Features Intersected: DRAINAGE LINE F,  Facility Carried by Structure: WASHINGTON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.6m (11.8ft),  Curb or Sidewalk Widths: Left: 3.2m (10.5ft),  Right: 3.2m (10.5ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 26.5m (86.9ft)

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,  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: September 2021

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Structure Number: 56C0492,  Location: 50' SE/O CALLE DEL OSO OR (Lat: 33.572489,  Lng: -117.234350),  Route carried "on" structure: City street ,  Year Built: 1997,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 17,376 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 29,405 (year 2038),  Features Intersected: DRAINAGE LINE G,  Facility Carried by Structure: WASHINGTON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.7m (64.6ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 22.0m (72.2ft),  Out-to-Out Width: 36.3m (119.1ft)

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: 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

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Structure Number: 56C0596,  Location: 0.2 MI S/CALLE DE OSO ORO (Lat: 33.564533,  Lng: -117.246053),  Route carried "on" structure: City street ,  Year Built: 2005,  Status: Open,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 300 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 424 (year 2044),  Design Load: HS 20+Mod,  Features Intersected: COLE CREEK,  Facility Carried by Structure: VINEYARD PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.3m (43.6ft),  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: 53.8m (176.5ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 56C0612,  Location: 0.3 MI SW/O WASHINGTON AV (Lat: 33.547258,  Lng: -117.216069),  Route carried "on" structure: City street ,  Year Built: 2012,  Status: Open,  Structure Length: 11.43m (37.50ft),  Average Daily Traffic: 1,500 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,040 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: MURRIETA CREEK,  Facility Carried by Structure: IVY STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.0m (39.4ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 32.5m (106.6ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: 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: 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: 56C063,  Location: BY 3RD STREET (Lat: 33.684919,  Lng: -117.339722),  Route carried "on" structure: Business City street ,  Year Built: 1993,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 500 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 712 (year 2037),  Features Intersected: FLOOD CONTROL CHANNEL,  Facility Carried by Structure: PASADENA STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.5m (14.8ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 15.8m (51.8ft)

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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 56C0637,  Location: 0.1 MI NE/O WASHINGTON AV (Lat: 33.540828,  Lng: -117.198836),  Route carried "on" structure: City street ,  Year Built: 2018,  Status: Open,  Structure Length: 15.03m (49.31ft),  Average Daily Traffic: 2,793 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,579 (year 2044),  Design Load: HS 20,  Features Intersected: MURRIETA CREEK,  Facility Carried by Structure: GUAVA STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 32.6m (107.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  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,  Waterway Adequacy: Equal 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

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Structure Number: 56C0638,  Location: 250 FT SE/O ELM ST (Lat: 33.540886,  Lng: -117.171081),  Route carried "on" structure: City street ,  Year Built: 2016,  Status: Open,  Structure Length: 4.87m (15.98ft),  Average Daily Traffic: 20,943 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 23,466 (year 2037),  Design Load: HS 20,  Features Intersected: WARM SPRING CREEK,  Facility Carried by Structure: JACKSON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 22 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 8.2m (26.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 27.4m (89.9ft)

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

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Structure Number: 56C0639,  Location: 0.1 MI. FROM ADAMS AVE (Lat: 33.541628,  Lng: -117.197308),  Route carried "on" structure: City street ,  Year Built: 2014,  Status: Open,  Structure Length: 1.14m (3.74ft),  Average Daily Traffic: 3,216 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 11,600 (year 2037),  Design Load: HS 20,  Features Intersected: LINE D DRAINAGE FACILITY,  Facility Carried by Structure: GUAVA STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.9m (12.8ft)

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

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Structure Number: 56 0651,  Location: 08-RIV-215-R12.51-MRTA (Lat: 33.598544,  Lng: -117.175067),  Route carried "under" structure: State highway 215,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 83,000 (year 2016),  Truck Traffic: 8%,  Features Intersected: INTERSTATE 215,  Facility Carried by Structure: CLINTON KEITH RD
Minimum Vertical Clearance: 5.56m (18.24ft),  Kilometerpoint: 12.510,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 47.8m (156.8ft)

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Structure Number: 56 0651,  Location: 08-RIV-215-R12.51-MRTA (Lat: 33.598544,  Lng: -117.175067),  Route carried "under" structure: Ramp State highway 215,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2016),  Truck Traffic: 3%,  Features Intersected: INTERSTATE 215,  Facility Carried by Structure: CLINTON KEITH RD
Minimum Vertical Clearance: 5.59m (18.34ft),  Kilometerpoint: 12.510,  Lanes on structure: 6,  Lanes under structure: 1,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 47.8m (156.8ft)

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Structure Number: 56 0651,  Location: 08-RIV-215-R12.51-MRTA (Lat: 33.598544,  Lng: -117.175067),  Route carried "under" structure: Ramp State highway 215,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2016),  Truck Traffic: 3%,  Features Intersected: INTERSTATE 215,  Facility Carried by Structure: CLINTON KEITH RD
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 12.510,  Lanes on structure: 6,  Lanes under structure: 1,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 47.8m (156.8ft)

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Structure Number: 56 0658,  Location: 08-RIV-215-R9.51-MRTA (Lat: 33.556086,  Lng: -117.181342),  Route carried "under" structure: Ramp State highway 215,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2016),  Truck Traffic: 5%,  Features Intersected: INTERSTATE 215 & RAMPS,  Facility Carried by Structure: MURRIETA HOT SP RD
Minimum Vertical Clearance: 5.74m (18.83ft),  Kilometerpoint: 9.510,  Lanes on structure: 6,  Lanes under structure: 1,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 45.7m (149.9ft)

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Structure Number: 56 0658,  Location: 08-RIV-215-R9.51-MRTA (Lat: 33.556086,  Lng: -117.181342),  Route carried "under" structure: State highway 215,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 83,000 (year 2010),  Truck Traffic: 8%,  Features Intersected: INTERSTATE 215 & RAMPS,  Facility Carried by Structure: MURRIETA HOT SP RD
Minimum Vertical Clearance: 5.74m (18.83ft),  Kilometerpoint: 9.510,  Lanes on structure: 6,  Lanes under structure: 5,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 45.7m (149.9ft)

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Structure Number: 56 0658,  Location: 08-RIV-215-R9.51-MRTA (Lat: 33.556086,  Lng: -117.181342),  Route carried "under" structure: Ramp State highway 215,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2016),  Truck Traffic: 5%,  Features Intersected: INTERSTATE 215 & RAMPS,  Facility Carried by Structure: MURRIETA HOT SP RD
Minimum Vertical Clearance: 5.74m (18.83ft),  Kilometerpoint: 9.510,  Lanes on structure: 6,  Lanes under structure: 1,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 45.7m (149.9ft)

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Structure Number: 56 0659,  Location: 08-RIV-215-R10.65-MRTA (Lat: 33.572589,  Lng: -117.181178),  Route carried "under" structure: State highway 215,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 83,000 (year 2010),  Truck Traffic: 8%,  Features Intersected: INTERSTATE 215,  Facility Carried by Structure: LOS ALAMOS RD
Minimum Vertical Clearance: 5.20m (17.06ft),  Kilometerpoint: 10.650,  Lanes on structure: 7,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 30.2m (99.1ft)

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Structure Number: 56 07,  Location: 08-RIV-015-9.47 (Lat: 33.554519,  Lng: -117.192483),  Route carried "under" structure: Interstate 15,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 125,000 (year 2021),  Truck Traffic: 7%,  Features Intersected: INTERSTATE 15,  Facility Carried by Structure: MURIETTA HOT SPR
Minimum Vertical Clearance: 5.64m (18.50ft),  Kilometerpoint: 9.470,  Lanes on structure: 7,  Lanes under structure: 7,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 57.7m (189.3ft)

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Structure Number: 56 0702F,  Location: 08-RIV-215-R8.94-MRTA (Lat: 33.548228,  Lng: -117.181389),  Route carried "under" structure: Interstate 15,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 129,500 (year 2010),  Truck Traffic: 7%,  Features Intersected: INTERSTATE 15
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 8.740,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 59.7m (195.9ft)

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Structure Number: 56 0720L,  Location: 08-RIV-015-10.59 (Lat: 33.565283,  Lng: -117.206928),  Route carried "under" structure: County highway ,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 7,000 (year 2012),  Truck Traffic: 1%,  Features Intersected: CALIFORNIA OAKS RD,  Facility Carried by Structure: INTERSTATE 15 SB
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 39.0m (128.0ft)

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Structure Number: 56 0720R,  Location: 08-RIV-015-10.59 (Lat: 33.565689,  Lng: -117.206675),  Route carried "under" structure: County highway ,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 7,000 (year 2012),  Truck Traffic: 1%,  Features Intersected: CALIFORNIA OAKS RD,  Facility Carried by Structure: INTERSTATE 15 NB
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 39.2m (128.6ft)

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Structure Number: 56 0831,  Location: 08-RIV-215-R13.01-MRTA (Lat: 33.604994,  Lng: -117.171939),  Route carried "under" structure: State highway 215,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 83,000 (year 2012),  Truck Traffic: 8%,  Features Intersected: INTERSTATE 215, ANTELOPE,  Facility Carried by Structure: LINNEL LANE
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 13.010,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 44.5m (146.0ft)