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

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Structure Number: 56 053,  Location: 08-RIV-010-R24.55 (Lat: 33.924247,  Lng: -116.689381),  Route carried "on" structure: County highway ,  Year Built: 1966,  Status: Open,  Structure Length: 8.38m (27.49ft),  Average Daily Traffic: 750 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,000 (year 2037),  Design Load: HS 20,  Features Intersected: INTERSTATE 10 & WB RAMP,  Facility Carried by Structure: VERBENIA AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 41.8 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: 32.4 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: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 56 0536L,  Location: 08-RIV-015-46.16-NRCO (Lat: 33.945842,  Lng: -117.554947),  Route carried "on" structure: Interstate 15,  Year Built: 1988,  Status: Open,  Structure Length: 55.76m (182.94ft),  Average Daily Traffic: 75,000 (year 2012),  Truck Traffic: 11%,  Average Future Daily Traffic: 104,800 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: SANTA ANA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.160,  Lanes on structure: 3,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 53.0m (173.9ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 17.3m (56.8ft)

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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 56 0536R,  Location: 08-RIV-015-46.16-NRCO (Lat: 33.945956,  Lng: -117.554533),  Route carried "on" structure: Interstate 15,  Year Built: 1988,  Status: Open,  Structure Length: 55.76m (182.94ft),  Average Daily Traffic: 75,000 (year 2012),  Truck Traffic: 11%,  Average Future Daily Traffic: 104,800 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: SANTA ANA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.160,  Lanes on structure: 3,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 53.0m (173.9ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 17.3m (56.8ft)

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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 56 066,  Location: 08-RIV-060-R4.55 (Lat: 34.019522,  Lng: -117.480650),  Route carried "on" structure: County highway R166,  Year Built: 1975,  Status: Open,  Structure Length: 8.05m (26.41ft),  Average Daily Traffic: 19,500 (year 2016),  Truck Traffic: 9%,  Average Future Daily Traffic: 20,471 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 60,  Facility Carried by Structure: PEDLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  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: 41.1m (134.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 55.1 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: 41.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum 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: 56 0665,  Location: 08-RIV-015-42.88-NRCO (Lat: 33.898375,  Lng: -117.560228),  Route carried "on" structure: City street ,  Year Built: 1989,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 8.78m (28.81ft),  Average Daily Traffic: 6,914 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 7,994 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 15,  Facility Carried by Structure: HIDDEN VALLEY PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 31.1m (102.0ft),  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: 45.2m (148.3ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 31.1m (102.0ft),  Out-to-Out Width: 34.3m (112.5ft)

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

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Structure Number: 56 0667L,  Location: 08-RIV-015-43.64-NRCO (Lat: 33.909531,  Lng: -117.558814),  Route carried "on" structure: Interstate 15,  Year Built: 1989,  Status: Open,  Structure Length: 4.34m (14.24ft),  Average Daily Traffic: 75,000 (year 2012),  Truck Traffic: 11%,  Average Future Daily Traffic: 106,040 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: SECOND STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 43.640,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 15.4m (50.5ft),  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: 43.4m (142.4ft),  Curb-To-Curb Width: 15.4m (50.5ft),  Out-to-Out Width: 16.5m (54.1ft)

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: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 56 0667R,  Location: 08-RIV-015-43.64-NRCO (Lat: 33.909572,  Lng: -117.558386),  Route carried "on" structure: Interstate 15,  Year Built: 1989,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 4.34m (14.24ft),  Average Daily Traffic: 75,000 (year 2016),  Truck Traffic: 11%,  Average Future Daily Traffic: 106,040 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: SECOND STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 43.640,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  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: 43.4m (142.4ft),  Curb-To-Curb Width: 19.2m (63.0ft),  Out-to-Out Width: 20.3m (66.6ft)

Condition: Deck: Fair,  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: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 56 0668L,  Location: 08-RIV-015-44.12-NRCO (Lat: 33.916478,  Lng: -117.557361),  Route carried "on" structure: Interstate 15,  Year Built: 1989,  Status: Open,  Structure Length: 3.14m (10.30ft),  Average Daily Traffic: 75,000 (year 2012),  Truck Traffic: 11%,  Average Future Daily Traffic: 106,040 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: THIRD STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 44.120,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 15.4m (50.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.4m (103.0ft),  Curb-To-Curb Width: 15.4m (50.5ft),  Out-to-Out Width: 16.5m (54.1ft)

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

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Structure Number: 56 0668R,  Location: 08-RIV-015-44.12-NRCO (Lat: 33.916486,  Lng: -117.557006),  Route carried "on" structure: Interstate 15,  Year Built: 1989,  Status: Open,  Structure Length: 3.14m (10.30ft),  Average Daily Traffic: 75,000 (year 2012),  Truck Traffic: 11%,  Average Future Daily Traffic: 106,040 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: THIRD STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 44.120,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 15.4m (50.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.4m (103.0ft),  Curb-To-Curb Width: 15.4m (50.5ft),  Out-to-Out Width: 16.5m (54.1ft)

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

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Structure Number: 56 0669,  Location: 08-RIV-015-44.66-NRCO (Lat: 33.924194,  Lng: -117.556939),  Route carried "on" structure: City street R149,  Year Built: 1989,  Status: Open,  Structure Length: 6.95m (22.80ft),  Average Daily Traffic: 6,000 (year 2012),  Truck Traffic: 10%,  Average Future Daily Traffic: 6,950 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 15,  Facility Carried by Structure: FOURTH 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: 34.8m (114.2ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 3.4m (11.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 18.3m (60.0ft)

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

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Structure Number: 56 0671,  Location: 08-RIV-015-45.60-NRCO (Lat: 33.937625,  Lng: -117.556411),  Route carried "on" structure: City street R151,  Year Built: 1988,  Status: Open,  Structure Length: 7.76m (25.46ft),  Average Daily Traffic: 13,000 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 14,737 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 15,  Facility Carried by Structure: SIXTH STREET
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: 20.7m (67.9ft),  Skew: 22 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 41.5m (136.2ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Fair,  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: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  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 0690F,  Location: 08-RIV-060-R0.54 (Lat: 34.021775,  Lng: -117.548422),  Route carried "on" structure: Ramp State highway 60,  Year Built: 1987,  Status: Open,  Structure Length: 48.72m (159.84ft),  Average Daily Traffic: 13,800 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 16,322 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RTE 15, RTE 60, RIV. AVE
Minimum Vertical Clearance: 6.25m (20.51ft),  Kilometerpoint: 0.540,  Lanes on structure: 2,  Lanes under structure: 16,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 10.5m (34.4ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 54.3m (178.1ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Fair,  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: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 56 0698,  Location: 08-RIV-015-45.89-NRCO (Lat: 33.941981,  Lng: -117.556014),  Route carried "on" structure: City street ,  Year Built: 1988,  Status: Open,  Structure Length: 7.59m (24.90ft),  Average Daily Traffic: 4,000 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,635 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 15,  Facility Carried by Structure: DETROIT STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 7,  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: 38.7m (127.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 3.4m (11.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  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: 56C0296,  Location: 0.12 MI. S/O SECOND ST. (Lat: 33.908175,  Lng: -117.576886),  Route carried "on" structure: City street ,  Year Built: 1979,  Status: Open,  Structure Length: 0.99m (3.25ft),  Average Daily Traffic: 3,437 (year 2006),  Truck Traffic: 1%,  Average Future Daily Traffic: 8,327 (year 2036),  Design Load: HS 20,  Features Intersected: NORTH NORCO CHANNEL,  Facility Carried by Structure: PARKRIDGE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.8m (35.4ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.5m (31.2ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 61.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 56C0297,  Location: 300' S/O SECOND STREET (Lat: 33.908875,  Lng: -117.575853),  Route carried "on" structure: City street ,  Year Built: 1979,  Status: Open,  Structure Length: 1.29m (4.23ft),  Average Daily Traffic: 2,550 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,204 (year 2040),  Design Load: HS 20,  Features Intersected: NORTH NORCO CHANNEL,  Facility Carried by Structure: WESTERN AVENUE
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,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.3m (40.4ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 70.3 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 56C0298,  Location: 0.16 MI E/O PARKRIDGE AVE (Lat: 33.909356,  Lng: -117.575511),  Route carried "on" structure: City street ,  Year Built: 1979,  Status: Open,  Structure Length: 1.05m (3.44ft),  Average Daily Traffic: 4,352 (year 2006),  Truck Traffic: 1%,  Average Future Daily Traffic: 8,327 (year 2036),  Design Load: HS 20,  Features Intersected: NORTH NORCO CHANNEL,  Facility Carried by Structure: 2ND STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.1m (33.1ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 62.2 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 56C0299,  Location: 0.12 MI N/O SECOND STREET (Lat: 33.911381,  Lng: -117.571311),  Route carried "on" structure: City street ,  Year Built: 1979,  Status: Open,  Structure Length: 0.99m (3.25ft),  Average Daily Traffic: 3,000 (year 2004),  Truck Traffic: 2%,  Average Future Daily Traffic: 6,243 (year 2036),  Design Load: HS 20,  Features Intersected: NORTH NORCO CHANNEL,  Facility Carried by Structure: PACIFIC AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.7m (31.8ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.5m (31.2ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 18.2m (59.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Excellent,  Operating Rating: 90.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to 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: April 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 56C03,  Location: 0.2 MI N/O SECOND STREET (Lat: 33.911394,  Lng: -117.566758),  Route carried "on" structure: City street ,  Year Built: 1979,  Status: Open,  Structure Length: 1.06m (3.48ft),  Average Daily Traffic: 2,753 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,204 (year 2040),  Design Load: HS 20,  Features Intersected: NORTH NORCO CHANNEL,  Facility Carried by Structure: MOUNTAIN AVENUE
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),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.2m (33.5ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.9 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 56C031,  Location: 0.4 MI W/O ROUTE 177 HWY. (Lat: 33.712814,  Lng: -115.407806),  Route carried "on" structure: County highway ,  Year Built: 1982,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 200 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 248 (year 2038),  Design Load: HS 20,  Features Intersected: LARRY DITCH,  Facility Carried by Structure: RAGSDALE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2019

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Structure Number: 56C0319,  Location: 200' W/O ROUTE 15 FWY (Lat: 33.916572,  Lng: -117.558072),  Route carried "on" structure: City street ,  Year Built: 1989,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 2,753 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,204 (year 2040),  Design Load: HS 20,  Features Intersected: NORTH NORCO CHANNEL,  Facility Carried by Structure: 3RD STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 3.4m (11.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Excellent,  Operating Rating: 34.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 26.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: 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: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 56C0361,  Location: 0.15 MI N/O 5TH STREET (Lat: 33.933464,  Lng: -117.554111),  Route carried "on" structure: City street ,  Year Built: 1986,  Status: Open,  Structure Length: 1.11m (3.64ft),  Average Daily Traffic: 4,000 (year 2004),  Truck Traffic: 1%,  Average Future Daily Traffic: 8,327 (year 2036),  Design Load: HS 20,  Features Intersected: NORTH NORCO CHANNEL,  Facility Carried by Structure: SIERRA AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.1m (26.6ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.7m (35.1ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 98.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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 48 months,  Inspection Date: April 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 56C0391,  Location: 50' E/O ROUTE 15 FREEWAY (Lat: 33.930953,  Lng: -117.555642),  Route carried "on" structure: City street ,  Year Built: 1989,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 3,922 (year 2006),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,162 (year 2036),  Features Intersected: NORTH NORCO CHANNEL,  Facility Carried by Structure: 5TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 30.5m (100.1ft)

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

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Structure Number: 56C0442,  Location: 0.3 MI N/O 2ND STREET (Lat: 33.914833,  Lng: -117.560136),  Route carried "on" structure: City street ,  Year Built: 1980,  Status: Open,  Structure Length: 1.08m (3.54ft),  Average Daily Traffic: 29,360 (year 2006),  Truck Traffic: 2%,  Average Future Daily Traffic: 37,467 (year 2036),  Design Load: HS 20,  Features Intersected: NORTH NORCO CHANNEL,  Facility Carried by Structure: HAMNER AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 26.2m (86.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 26.2m (86.0ft),  Out-to-Out Width: 33.5m (109.9ft)

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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2018,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 56C0446,  Location: 0.5 MI. N/O SIXTH STREET (Lat: 33.945142,  Lng: -117.558264),  Route carried "on" structure: City street ,  Year Built: 1939,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 20.60m (67.59ft),  Average Daily Traffic: 14,880 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 18,424 (year 2040),  Design Load: H 15,  Features Intersected: SANTA ANA RIVER,  Facility Carried by Structure: HAMNER AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 17.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 11.7 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: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 20.60m (67.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $2,317,000,  Roadway Improvement Cost: $463,000,  Total Project Cost: $3,892,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 56C0563,  Location: 0.3 M N/O BLUFF ST. (Lat: 33.923650,  Lng: -117.597483),  Route carried "on" structure: County highway ,  Year Built: 2012,  Status: Open,  Structure Length: 36.57m (119.98ft),  Average Daily Traffic: 14,000 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 17,285 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SANTA ANA RIVER,  Facility Carried by Structure: RIVER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 20.0m (65.6ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 23.9m (78.4ft)

Condition: Deck: Fair,  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: Better than 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: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 56 0665,  Location: 08-RIV-015-42.88-NRCO (Lat: 33.898375,  Lng: -117.560228),  Route carried "under" structure: Interstate 15,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 156,000 (year 2016),  Features Intersected: INTERSTATE 15,  Facility Carried by Structure: HIDDEN VALLEY PKWY
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 42.880,  Lanes on structure: 5,  Lanes under structure: 8,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 45.2m (148.3ft)

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Structure Number: 56 0667L,  Location: 08-RIV-015-43.64-NRCO (Lat: 33.909531,  Lng: -117.558814),  Route carried "under" structure: City street R107,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 12,000 (year 2016),  Truck Traffic: 1%,  Features Intersected: SECOND STREET,  Facility Carried by Structure: INTERSTATE 15 SB
Minimum Vertical Clearance: 5.71m (18.73ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 43.4m (142.4ft)

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Structure Number: 56 0667R,  Location: 08-RIV-015-43.64-NRCO (Lat: 33.909572,  Lng: -117.558386),  Route carried "under" structure: City street R107,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 12,000 (year 2016),  Truck Traffic: 1%,  Features Intersected: SECOND STREET,  Facility Carried by Structure: INTERSTATE 15 NB
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 43.4m (142.4ft)

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Structure Number: 56 0669,  Location: 08-RIV-015-44.66-NRCO (Lat: 33.924194,  Lng: -117.556939),  Route carried "under" structure: Interstate 15,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 150,000 (year 2012),  Truck Traffic: 11%,  Features Intersected: INTERSTATE 15,  Facility Carried by Structure: FOURTH STREET
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 44.660,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 34.8m (114.2ft)

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Structure Number: 56 067,  Location: 08-RIV-015-45.14-NRCO (Lat: 33.931039,  Lng: -117.556569),  Route carried "under" structure: Interstate 15,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 150,000 (year 2012),  Truck Traffic: 11%,  Features Intersected: INTERSTATE 15,  Facility Carried by Structure: FIFTH STREET
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 45.140,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 35.7m (117.1ft)

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Structure Number: 56 0671,  Location: 08-RIV-015-45.60-NRCO (Lat: 33.937625,  Lng: -117.556411),  Route carried "under" structure: Interstate 15,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 152,000 (year 2010),  Truck Traffic: 11%,  Features Intersected: INTERSTATE 15,  Facility Carried by Structure: SIXTH STREET
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 45.600,  Lanes on structure: 5,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 41.5m (136.2ft)

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Structure Number: 56 0698,  Location: 08-RIV-015-45.89-NRCO (Lat: 33.941981,  Lng: -117.556014),  Route carried "under" structure: Interstate 15,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 150,000 (year 2012),  Truck Traffic: 11%,  Features Intersected: INTERSTATE 15,  Facility Carried by Structure: DETROIT STREET
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 45.890,  Lanes on structure: 2,  Lanes under structure: 7,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 38.7m (127.0ft)