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

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Structure Number: 56 0382R,  Location: 08-RIV-015-20.95 (Lat: 33.677403,  Lng: -117.323308),  Route carried "on" structure: Interstate 15,  Year Built: 1982,  Status: Open,  Structure Length: 3.73m (12.24ft),  Average Daily Traffic: 61,000 (year 2015),  Truck Traffic: 11%,  Average Future Daily Traffic: 93,700 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.950,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 19.8m (65.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 37.3m (122.4ft),  Curb-To-Curb Width: 19.8m (65.0ft),  Out-to-Out Width: 21.0m (68.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 56 0682L,  Location: 08-RIV-015-26.69 (Lat: 33.729956,  Lng: -117.393347),  Route carried "on" structure: Interstate 15,  Year Built: 1980,  Status: Open,  Structure Length: 3.57m (11.71ft),  Average Daily Traffic: 61,000 (year 2012),  Truck Traffic: 11%,  Average Future Daily Traffic: 101,491 (year 2044),  Design Load: HS 20+Mod,  Features Intersected: LAKE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.690,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 19.9m (65.3ft),  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: 19.9m (65.3ft),  Out-to-Out Width: 21.0m (68.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 56 0682R,  Location: 08-RIV-015-26.69 (Lat: 33.730133,  Lng: -117.393375),  Route carried "on" structure: Interstate 15,  Year Built: 1980,  Status: Open,  Structure Length: 3.57m (11.71ft),  Average Daily Traffic: 61,000 (year 2012),  Truck Traffic: 11%,  Average Future Daily Traffic: 101,491 (year 2044),  Design Load: HS 20+Mod,  Features Intersected: LAKE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.690,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 19.9m (65.3ft),  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: 19.9m (65.3ft),  Out-to-Out Width: 21.0m (68.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 56 0711,  Location: 08-RIV-243-14.48 (Lat: 33.804311,  Lng: -116.781194),  Route carried "on" structure: State highway 243,  Year Built: 1944,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 1,800 (year 2011),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,050 (year 2040),  Design Load: H 15,  Features Intersected: LAKE FULMOR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.480,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 23.0 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: 17.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 56 0714L,  Location: 08-RIV-015-19.16-ESN (Lat: 33.662083,  Lng: -117.298611),  Route carried "on" structure: Interstate 15,  Year Built: 1982,  Status: Open,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 61,000 (year 2015),  Truck Traffic: 11%,  Average Future Daily Traffic: 93,700 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RR CANYON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.160,  Lanes on structure: 3,  Lanes under structure: 6,  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: 44.2m (145.0ft),  Curb-To-Curb Width: 15.4m (50.5ft),  Out-to-Out Width: 16.5m (54.1ft)

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: 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: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 56 0714R,  Location: 08-RIV-015-19.16-ESN (Lat: 33.662361,  Lng: -117.298425),  Route carried "on" structure: Interstate 15,  Year Built: 1982,  Status: Open,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 61,000 (year 2015),  Truck Traffic: 11%,  Average Future Daily Traffic: 93,700 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RR CANYON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.160,  Lanes on structure: 3,  Lanes under structure: 6,  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: 44.2m (145.0ft),  Curb-To-Curb Width: 15.4m (50.5ft),  Out-to-Out Width: 16.5m (54.1ft)

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: Somewhat better than minimum adequacy,  Underclear: 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: 56 0715,  Location: 08-RIV-015-19.85 (Lat: 33.668658,  Lng: -117.307692),  Route carried "on" structure: County highway ,  Year Built: 1982,  Status: Open,  Structure Length: 10.15m (33.30ft),  Average Daily Traffic: 1,000 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,148 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 15,  Facility Carried by Structure: FRANKLIN ST
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),  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: 54.3m (178.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 56 0723L,  Location: 08-RIV-015-22.26 (Lat: 33.691847,  Lng: -117.337494),  Route carried "on" structure: Interstate 15,  Year Built: 1980,  Status: Open,  Structure Length: 4.16m (13.65ft),  Average Daily Traffic: 61,000 (year 2015),  Truck Traffic: 11%,  Average Future Daily Traffic: 97,518 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 74
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.260,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 19.9m (65.3ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 41.6m (136.5ft),  Curb-To-Curb Width: 19.9m (65.3ft),  Out-to-Out Width: 21.0m (68.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum 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: 56 0723R,  Location: 08-RIV-015-22.26 (Lat: 33.692089,  Lng: -117.337228),  Route carried "on" structure: Interstate 15,  Year Built: 1980,  Status: Open,  Structure Length: 4.16m (13.65ft),  Average Daily Traffic: 61,000 (year 2015),  Truck Traffic: 11%,  Average Future Daily Traffic: 97,518 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ROUTE 74 (CENTRAL AVE)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.260,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 19.9m (65.3ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 41.6m (136.5ft),  Curb-To-Curb Width: 19.9m (65.3ft),  Out-to-Out Width: 21.0m (68.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum 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: 56 0725,  Location: 08-RIV-015-23.85 (Lat: 33.706981,  Lng: -117.358361),  Route carried "on" structure: County highway G152,  Year Built: 1980,  Status: Open,  Structure Length: 9.14m (29.99ft),  Average Daily Traffic: 1,000 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,073 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 15,  Facility Carried by Structure: NICHOLS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  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: 46.0m (150.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 56 0726L,  Location: 08-RIV-015-25.55 (Lat: 33.726486,  Lng: -117.374122),  Route carried "on" structure: Interstate 15,  Year Built: 1980,  Status: Open,  Structure Length: 2.30m (7.55ft),  Average Daily Traffic: 61,000 (year 2012),  Truck Traffic: 11%,  Average Future Daily Traffic: 97,518 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: GAVILAN WASH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.550,  Lanes on structure: 3,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 19.9m (65.3ft),  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: 23.0m (75.5ft),  Curb-To-Curb Width: 19.9m (65.3ft),  Out-to-Out Width: 21.0m (68.9ft)

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: 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: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 56 0726R,  Location: 08-RIV-015-25.55 (Lat: 33.726836,  Lng: -117.374097),  Route carried "on" structure: Interstate 15,  Year Built: 1980,  Status: Open,  Structure Length: 2.38m (7.81ft),  Average Daily Traffic: 61,000 (year 2012),  Truck Traffic: 11%,  Average Future Daily Traffic: 101,491 (year 2044),  Design Load: HS 20+Mod,  Features Intersected: GAVILAN WASH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.550,  Lanes on structure: 3,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 19.9m (65.3ft),  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: 23.8m (78.1ft),  Curb-To-Curb Width: 19.9m (65.3ft),  Out-to-Out Width: 21.0m (68.9ft)

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: 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: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 56 0728L,  Location: 08-RIV-015-19.37 (Lat: 33.664275,  Lng: -117.301053),  Route carried "on" structure: Interstate 15,  Year Built: 1982,  Status: Open,  Structure Length: 12.03m (39.47ft),  Average Daily Traffic: 61,000 (year 2015),  Truck Traffic: 11%,  Average Future Daily Traffic: 93,700 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SAN JACINTO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.370,  Lanes on structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 44.1m (144.7ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 24.2m (79.4ft)

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: 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: 56 0728R,  Location: 08-RIV-015-19.37 (Lat: 33.664350,  Lng: -117.300581),  Route carried "on" structure: Interstate 15,  Year Built: 1982,  Status: Open,  Structure Length: 12.47m (40.91ft),  Average Daily Traffic: 61,000 (year 2015),  Truck Traffic: 11%,  Average Future Daily Traffic: 93,700 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SAN JACINTO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.370,  Lanes on structure: 3,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 19.9m (65.3ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 45.8m (150.3ft),  Curb-To-Curb Width: 19.9m (65.3ft),  Out-to-Out Width: 21.0m (68.9ft)

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: 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: 56 0739L,  Location: 08-RIV-015-21.57 (Lat: 33.684061,  Lng: -117.330367),  Route carried "on" structure: Interstate 15,  Year Built: 1982,  Status: Open,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 61,000 (year 2015),  Truck Traffic: 11%,  Average Future Daily Traffic: 95,590 (year 2040),  Design Load: HS 20,  Features Intersected: WASSON CANYON WASH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.570,  Lanes on structure: 3,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 19.9m (65.3ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 19.9m (65.3ft),  Out-to-Out Width: 21.0m (68.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 56 0739R,  Location: 08-RIV-015-21.57 (Lat: 33.684250,  Lng: -117.330300),  Route carried "on" structure: Interstate 15,  Year Built: 1982,  Status: Open,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 61,000 (year 2015),  Truck Traffic: 11%,  Average Future Daily Traffic: 95,590 (year 2040),  Design Load: HS 20,  Features Intersected: WASSON CANYON WASH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.570,  Lanes on structure: 3,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 19.9m (65.3ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 19.9m (65.3ft),  Out-to-Out Width: 21.0m (68.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 32.4 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 56 0784,  Location: 08-RIV-074-R15.36-ESN (Lat: 33.691792,  Lng: -117.349806),  Route carried "on" structure: State highway 74,  Year Built: 1994,  Status: Open,  Structure Length: 2.97m (9.74ft),  Average Daily Traffic: 29,000 (year 2011),  Truck Traffic: 8%,  Average Future Daily Traffic: 33,503 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: LAKE ELSINORE OUTLT CHNL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.360,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Poor,  Superstructure: Poor,  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: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.97m (9.74ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $395,000,  Roadway Improvement Cost: $79,000,  Total Project Cost: $663,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 56C0134,  Location: 0.07 MI. S/O RTE. I-15 FW (Lat: 33.727872,  Lng: -117.393161),  Route carried "on" structure: City street ,  Year Built: 1980,  Status: Open,  Structure Length: 5.06m (16.60ft),  Average Daily Traffic: 13,000 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 28,350 (year 2044),  Design Load: HS 20,  Features Intersected: TEMESCAL WASH,  Facility Carried by Structure: LAKE 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),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 11.0m (36.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Very good,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: 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: 56C0309,  Location: 0.2 MI NW/O RAILRD CYN RD (Lat: 33.662828,  Lng: -117.302300),  Route carried "on" structure: City street ,  Year Built: 1957,  Status: Open,  Structure Length: 9.29m (30.48ft),  Average Daily Traffic: 6,000 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 12,911 (year 2042),  Design Load: HS 20,  Features Intersected: SAN JACINTO RIVER,  Facility Carried by Structure: AUTO CENTER DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.1m (52.8ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 20.4m (66.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Channel: Very good,  Operating Rating: 36.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 26.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: 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: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 56C04,  Location: 0.2 MI. N/O RAILROAD CYN (Lat: 33.664814,  Lng: -117.298661),  Route carried "on" structure: City street ,  Year Built: 1988,  Status: Open,  Structure Length: 4.31m (14.14ft),  Average Daily Traffic: 7,000 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 15,064 (year 2042),  Design Load: HS 20,  Features Intersected: SAN JACINTO RIVER,  Facility Carried by Structure: SUMMERHILL DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 42.7m (140.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 18.2m (59.7ft)

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: Meets minimum limits,  Waterway Adequacy: Superior 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: 56C045,  Location: 0.1 MI. W/O ROUTE 215 FWY (Lat: 33.823053,  Lng: -117.243247),  Route carried "on" structure: County highway ,  Year Built: 1994,  Status: Open,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 4,140 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,026 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: RCTC & BNSF RY,  Facility Carried by Structure: PLACENTIA AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 25.2m (82.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2018,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 56C0456,  Location: 0.2 MILE W/O MAIN STREET (Lat: 33.672147,  Lng: -117.328606),  Route carried "on" structure: City street ,  Year Built: 1994,  Status: Open,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 1,000 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,153 (year 2042),  Features Intersected: ELSINORE CHANNEL,  Facility Carried by Structure: SUMNER STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.6m (38.1ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Very 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: 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: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 56C0457,  Location: 0.2 MILE W/O MAIN STREET (Lat: 33.670386,  Lng: -117.329300),  Route carried "on" structure: City street ,  Year Built: 1994,  Status: Open,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 2,316 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,303 (year 2042),  Features Intersected: ELSINORE CHANNEL,  Facility Carried by Structure: HEALD AVENUE
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),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.6m (38.1ft),  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: 15.7m (51.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Very 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: Somewhat better than minimum adequacy,  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: 56C0458,  Location: 0.2 MILE W/O MAIN STREET (Lat: 33.668717,  Lng: -117.330433),  Route carried "on" structure: City street ,  Year Built: 1994,  Status: Open,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 10,000 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 21,448 (year 2042),  Features Intersected: ELSINORE CHANNEL,  Facility Carried by Structure: GRAHAM AVENUE
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: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.6m (38.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Very 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: 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: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 56C0459,  Location: 0.2 MI. W/O MAIN STREET (Lat: 33.667019,  Lng: -117.331456),  Route carried "on" structure: City street ,  Year Built: 1996,  Status: Open,  Structure Length: 2.95m (9.68ft),  Average Daily Traffic: 3,000 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,456 (year 2042),  Features Intersected: ELSINORE CHANNEL,  Facility Carried by Structure: LIMITED AVENUE
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: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.6m (38.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 18.2m (59.7ft),  Out-to-Out Width: 28.0m (91.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  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: 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: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 56C0461,  Location: 0.2 MI. W/O RAILROAD CYN (Lat: 33.660639,  Lng: -117.303294),  Route carried "on" structure: City street ,  Year Built: 1996,  Status: Open,  Structure Length: 7.96m (26.12ft),  Average Daily Traffic: 14,000 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 30,127 (year 2042),  Design Load: HS 20,  Features Intersected: SAN JACINTO RIVER,  Facility Carried by Structure: LAKE SHORE DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.5m (103.3ft),  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: 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: 56C061,  Location: 0.1 MI S/O KRAMERIA ST. (Lat: 33.882139,  Lng: -117.243369),  Route carried "on" structure: City street ,  Year Built: 2013,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 10,000 (year 2014),  Truck Traffic: 2%,  Average Future Daily Traffic: 12,000 (year 2036),  Design Load: HS 20,  Features Intersected: PERRIS VALLEY CHANNEL,  Facility Carried by Structure: HEACOCK ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 22.7m (74.5ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 5.7m (18.7ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 3.9m (12.8ft),  Curb-To-Curb Width: 22.7m (74.5ft),  Out-to-Out Width: 30.7m (100.7ft)

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,  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: July 2019

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Structure Number: 56C0619,  Location: 0.25 M SW LINCOLN/MACHADO (Lat: 33.677753,  Lng: -117.383675),  Route carried "on" structure: City street ,  Year Built: 1991,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 9,500 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 12,000 (year 2038),  Features Intersected: LEACH CANYON CHANNEL,  Facility Carried by Structure: MACHADO STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  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: 23.2m (76.1ft),  Out-to-Out Width: 26.8m (87.9ft)

Condition: Channel: Satisfactory,  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: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 56C062,  Location: 0.3 MI SE NICHOLS/COLLIER (Lat: 33.703336,  Lng: -117.356681),  Route carried "on" structure: City street ,  Year Built: 1991,  Status: Open,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 2,000 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,000 (year 2038),  Features Intersected: WETLANDS,  Facility Carried by Structure: COLLIER AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.8m (61.7ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb or Sidewalk Widths: Left: 3.6m (11.8ft),  Right: 3.6m (11.8ft),  Curb-To-Curb Width: 18.8m (61.7ft),  Out-to-Out Width: 30.5m (100.1ft)

Condition: Channel: Satisfactory,  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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2020

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Structure Number: 56C0621,  Location: .01 MI NE CEDAR/COTTONWD (Lat: 33.656322,  Lng: -117.242836),  Route carried "on" structure: City street ,  Year Built: 2006,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 2,500 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,000 (year 2040),  Features Intersected: COTTONWOOD CREEK,  Facility Carried by Structure: CEDAR MESA DRIVE
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),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.6m (120.1ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 9.5m (31.2ft),  Out-to-Out Width: 19.0m (62.3ft)

Condition: Channel: Satisfactory,  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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 56C0622,  Location: .03 MI SW MIMOSA&T. COTTA (Lat: 33.680000,  Lng: -117.387319),  Route carried "on" structure: City street ,  Year Built: 1996,  Status: Open,  Structure Length: 1.11m (3.64ft),  Average Daily Traffic: 2,350 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,000 (year 2037),  Design Load: HS 20,  Features Intersected: MCVICKERCHANNEL,  Facility Carried by Structure: TERRA COTTA 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: Prestressed concrete,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 4.3m (14.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 99.8 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 56C0623,  Location: 0.16 MI SE 11TH & DEXTER (Lat: 33.696208,  Lng: -117.341097),  Route carried "on" structure: City street ,  Year Built: 2006,  Status: Open,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 2,500 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,000 (year 2037),  Design Load: HS 20,  Features Intersected: ARROYO DEL TORO CHANNEL,  Facility Carried by Structure: DEXTER AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.2m (76.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Channel: Satisfactory,  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: 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: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 56C0624,  Location: 0.2 M SE CHANEY & COLLIER (Lat: 33.683331,  Lng: -117.330786),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 2,000 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,000 (year 2038),  Features Intersected: WASSON DEBRIS BASIN,  Facility Carried by Structure: COLLIER AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 29.6m (97.1ft)

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: 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: January 2020

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Structure Number: 56C0625,  Location: .23 M SE CHANEY&MINTHORN (Lat: 33.681739,  Lng: -117.331400),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 1.03m (3.38ft),  Average Daily Traffic: 2,000 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,000 (year 2038),  Features Intersected: WASSON DEBRIS BASIN,  Facility Carried by Structure: MINTHORN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.1m (16.7ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 16.2m (53.1ft)

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: 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: January 2020

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Structure Number: 56C0626,  Location: .01 M E OLD COACH&PALOMAR (Lat: 33.624342,  Lng: -117.308358),  Route carried "on" structure: City street ,  Year Built: 2006,  Status: Open,  Structure Length: 0.89m (2.92ft),  Average Daily Traffic: 2,000 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,000 (year 2038),  Features Intersected: PALOMAR CHANNEL,  Facility Carried by Structure: PALOMAR 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),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  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: 15.2m (49.9ft),  Out-to-Out Width: 22.4m (73.5ft)

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

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Structure Number: 56C0627,  Location: .1 M NE UNION & CORYDON (Lat: 33.619356,  Lng: -117.303053),  Route carried "on" structure: City street ,  Year Built: 2006,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 2,000 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,000 (year 2038),  Features Intersected: PALOMAR CHANNEL,  Facility Carried by Structure: CORYDON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.9m (16.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 34.7m (113.8ft)

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: 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 2020

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Structure Number: 56C0628,  Location: 0.1 MI NW OF CORYDON ROAD (Lat: 33.619481,  Lng: -117.305719),  Route carried "on" structure: City street ,  Year Built: 2006,  Status: Open,  Structure Length: 1.06m (3.48ft),  Average Daily Traffic: 800 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,040 (year 2042),  Features Intersected: CORYDON CHANNEL,  Facility Carried by Structure: UNION 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),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.9m (16.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft)

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

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Structure Number: 56C0629,  Location: E OF COTTONWOOD CANYON RD (Lat: 33.659006,  Lng: -117.245703),  Route carried "on" structure: Business City street ,  Year Built: 2014,  Status: Open,  Structure Length: 2.20m (7.22ft),  Average Daily Traffic: 17,343 (year 2014),  Truck Traffic: 2%,  Average Future Daily Traffic: 20,403 (year 2042),  Features Intersected: COTTONWOOD CREEK,  Facility Carried by Structure: CANYON HILLS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 22.0m (72.2ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.9m (19.4ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

Condition: Superstructure: Good,  Substructure: Good,  Channel: Very 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: January 2020

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Structure Number: 56C0631,  Location: BY THIRD STREET (Lat: 33.687819,  Lng: -117.336514),  Route carried "on" structure: Business City street ,  Year Built: 1993,  Status: Open,  Structure Length: 0.93m (3.05ft),  Average Daily Traffic: 1,000 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,585 (year 2037),  Features Intersected: FLOOD CONTROL CHANNEL,  Facility Carried by Structure: COLLIER AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.5m (70.5ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.5m (14.8ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 0.0m,  Curb-To-Curb Width: 21.5m (70.5ft),  Out-to-Out Width: 24.1m (79.1ft)

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

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Structure Number: 56C0632,  Location: 0.1 MI W OF COLLIER AVE (Lat: 33.707194,  Lng: -117.361750),  Route carried "on" structure: City street ,  Year Built: 1980,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 1,200 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,510 (year 2037),  Features Intersected: TEMESCAL CREEK,  Facility Carried by Structure: NICHOLS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.6m (8.5ft)

Condition: Channel: Satisfactory,  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 minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2020

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Structure Number: 56 0382L,  Location: 08-RIV-015-20.95 (Lat: 33.677139,  Lng: -117.323542),  Route carried "under" structure: County highway G148,  Year Built: 1982,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2015),  Truck Traffic: 1%,  Features Intersected: MAIN STREET,  Facility Carried by Structure: INTERSTATE 15 SB
Minimum Vertical Clearance: 7.01m (23.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 44.4m (145.7ft)

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Structure Number: 56 0382R,  Location: 08-RIV-015-20.95 (Lat: 33.677403,  Lng: -117.323308),  Route carried "under" structure: County highway G148,  Year Built: 1982,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2015),  Truck Traffic: 1%,  Features Intersected: MAIN STREET,  Facility Carried by Structure: INTERSTATE 15 NB
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 37.3m (122.4ft)

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Structure Number: 56 0715,  Location: 08-RIV-015-19.85 (Lat: 33.668658,  Lng: -117.307692),  Route carried "under" structure: Interstate 15,  Year Built: 1982,  Structure Length: 0. m,  Average Daily Traffic: 122,000 (year 2015),  Truck Traffic: 11%,  Features Intersected: INTERSTATE 15,  Facility Carried by Structure: FRANKLIN ST
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 19.850,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 54.3m (178.1ft)

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Structure Number: 56 0723L,  Location: 08-RIV-015-22.26 (Lat: 33.691847,  Lng: -117.337494),  Route carried "under" structure: State highway 74,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 22,000 (year 2015),  Truck Traffic: 8%,  Features Intersected: STATE ROUTE 74,  Facility Carried by Structure: INTERSTATE 15 SB
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 17.240,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 41.6m (136.5ft)