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

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Structure Number: 54 0935L,  Location: 08-SBD-210-R30.48-HIGH (Lat: 34.104492,  Lng: -117.199228),  Route carried "on" structure: State highway 210,  Year Built: 1984,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 44,500 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 73,697 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: PLUNGE CREEK/SERVICE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.480,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  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: 54 0935R,  Location: 08-SBD-210-R30.48-HIGH (Lat: 34.104519,  Lng: -117.199564),  Route carried "on" structure: State highway 210,  Year Built: 1992,  Status: Open,  Structure Length: 4.66m (15.29ft),  Average Daily Traffic: 44,500 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 73,697 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: PLUNGE CREEK/SERVICE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.480,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 46.0m (150.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.7m (51.5ft)

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: Meets minimum limits,  Underclear: High priority of corrective action,  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: 54 1051,  Location: 08-SBD-062-11.76 (Lat: 34.120525,  Lng: -116.425097),  Route carried "on" structure: State highway 62,  Year Built: 1977,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 26,500 (year 2012),  Truck Traffic: 6%,  Average Future Daily Traffic: 47,146 (year 2038),  Design Load: HS 20,  Features Intersected: LONG CANYON CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.760,  Lanes on structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 26.3m (86.3ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 26.3m (86.3ft),  Out-to-Out Width: 29.7m (97.4ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 41.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to 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: August 2021

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Structure Number: 54 1058L,  Location: 08-SBD-210-R30.61-HIGH (Lat: 34.102694,  Lng: -117.199461),  Route carried "on" structure: State highway 210,  Year Built: 1984,  Status: Open,  Structure Length: 2.77m (9.09ft),  Average Daily Traffic: 44,500 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 73,697 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: ACCESS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.610,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  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: 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: High priority of corrective action,  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: 54 1058R,  Location: 08-SBD-210-R30.61-HIGH (Lat: 34.102725,  Lng: -117.199756),  Route carried "on" structure: State highway 210,  Year Built: 1992,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 44,500 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 73,697 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: ACCESS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.610,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  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: 11.9m (39.0ft),  Out-to-Out Width: 13.0m (42.7ft)

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: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 54 1075L,  Location: 08-SBD-210-R27.24-HIGH (Lat: 34.133025,  Lng: -117.228872),  Route carried "on" structure: State highway 210,  Year Built: 1992,  Status: Open,  Structure Length: 5.39m (17.68ft),  Average Daily Traffic: 50,000 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 65,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SAND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.240,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.0m (42.7ft)

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: 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: December 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 54 1075R,  Location: 08-SBD-210-R27.24-HIGH (Lat: 34.132717,  Lng: -117.228881),  Route carried "on" structure: State highway 210,  Year Built: 1992,  Status: Open,  Structure Length: 5.73m (18.80ft),  Average Daily Traffic: 50,000 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 65,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SAND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.240,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.0m (42.7ft)

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: 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: December 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 54 1076L,  Location: 08-SBD-210-R27.39-HIGH (Lat: 34.132319,  Lng: -117.226411),  Route carried "on" structure: State highway 210,  Year Built: 1992,  Status: Open,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 50,000 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 65,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: VICTORIA AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.390,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.9m (130.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.0m (42.7ft)

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: 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: December 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 54 1076R,  Location: 08-SBD-210-R27.39-HIGH (Lat: 34.132028,  Lng: -117.226431),  Route carried "on" structure: State highway 210,  Year Built: 1992,  Status: Open,  Structure Length: 4.33m (14.21ft),  Average Daily Traffic: 50,000 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 64,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: VICTORIA AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.390,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  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: 42.7m (140.1ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.0m (42.7ft)

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: 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: December 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 54 1081L,  Location: 08-SBD-210-R29.98-HIGH (Lat: 34.111858,  Lng: -117.199289),  Route carried "on" structure: State highway 210,  Year Built: 1992,  Status: Open,  Structure Length: 17.37m (56.99ft),  Average Daily Traffic: 38,000 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 59,367 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: CITY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.980,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 30.2m (99.1ft),  Curb-To-Curb Width: 14.9m (48.9ft),  Out-to-Out Width: 16.0m (52.5ft)

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

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Structure Number: 54 1081R,  Location: 08-SBD-210-R29.98-HIGH (Lat: 34.111522,  Lng: -117.199619),  Route carried "on" structure: State highway 210,  Year Built: 1992,  Status: Open,  Structure Length: 17.77m (58.30ft),  Average Daily Traffic: 38,000 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 57,320 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: CITY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.980,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 30.8m (101.0ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.6m (54.5ft)

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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 54 1082L,  Location: 08-SBD-210-R30.23-HIGH (Lat: 34.108161,  Lng: -117.198925),  Route carried "on" structure: State highway 210,  Year Built: 1992,  Status: Open,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 44,500 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 61,414 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: FIFTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.230,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 43.6m (143.0ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: 54 1082R,  Location: 08-SBD-210-R30.23-HIGH (Lat: 34.108139,  Lng: -117.199225),  Route carried "on" structure: State highway 210,  Year Built: 1992,  Status: Open,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 44,500 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 61,414 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: FIFTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.230,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 43.6m (143.0ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.0m (42.7ft)

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

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Structure Number: 54 1085,  Location: 08-SBD-330-R29.28-HIGH (Lat: 34.132567,  Lng: -117.195786),  Route carried "on" structure: State highway 330,  Year Built: 1993,  Status: Open,  Structure Length: 4.97m (16.31ft),  Average Daily Traffic: 11,000 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 13,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: BOULDER AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.280,  Lanes on structure: 4,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 27.4m (89.9ft),  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: 26.8m (87.9ft),  Curb-To-Curb Width: 27.4m (89.9ft),  Out-to-Out Width: 28.5m (93.5ft)

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

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Structure Number: 54 1086,  Location: 08-SBD-330-R29.60-HIGH (Lat: 34.135639,  Lng: -117.192178),  Route carried "on" structure: City street ,  Year Built: 1993,  Status: Open,  Structure Length: 4.36m (14.30ft),  Average Daily Traffic: 10,000 (year 2014),  Truck Traffic: 3%,  Average Future Daily Traffic: 14,200 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: STATE HIGHWAY 330,  Facility Carried by Structure: HIGHLAND AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 29 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 43.0m (141.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 26.7m (87.6ft)

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

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Structure Number: 54 1090L,  Location: 08-SBD-058-R15.83 (Lat: 34.934408,  Lng: -117.371336),  Route carried "on" structure: State highway 58,  Year Built: 1992,  Status: Open,  Structure Length: 5.61m (18.41ft),  Average Daily Traffic: 6,750 (year 2019),  Truck Traffic: 36%,  Average Future Daily Traffic: 7,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: HAWES WASH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.830,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Better than 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 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 54C0035,  Location: 0.1 MI E OF RTE 30 (Lat: 34.121117,  Lng: -117.193458),  Route carried "on" structure: City street ,  Year Built: 1985,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 17,900 (year 2013),  Truck Traffic: 2%,  Average Future Daily Traffic: 35,921 (year 2038),  Design Load: HS 20,  Features Intersected: CITY CREEK,  Facility Carried by Structure: BASELINE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.230,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.8m (65.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.0m (45.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 19.7m (64.6ft),  Out-to-Out Width: 22.0m (72.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Serious,  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,  Waterway Adequacy: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 54C0037,  Location: 0.1 MI S OF FIFTH ST (Lat: 34.107028,  Lng: -117.182367),  Route carried "on" structure: City street ,  Year Built: 1936,  Status: Closed,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 7,012 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 18,501 (year 2038),  Design Load: H 15,  Features Intersected: ELDER GULCH,  Facility Carried by Structure: ORANGE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.260,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Channel: Very good,  Operating Rating: 33.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: High priority of corrective action,  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: 54C0207,  Location: 0.4 MI E VICTORIA ST (Lat: 34.108361,  Lng: -117.219508),  Route carried "on" structure: City street ,  Year Built: 1948,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 11,500 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 43,544 (year 2038),  Features Intersected: CITY CRK FLOOD CONTROL,  Facility Carried by Structure: 5TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.180,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 6 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.0m (16.4ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 16.6m (54.5ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 27.2 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 16.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  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: 54C0215,  Location: 1.8 MI E WATERMAN AVE (Lat: 34.121192,  Lng: -117.247569),  Route carried "on" structure: City street ,  Year Built: 1969,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 13,100 (year 2013),  Truck Traffic: 2%,  Average Future Daily Traffic: 35,294 (year 2038),  Features Intersected: WARM CREEK,  Facility Carried by Structure: BASELINE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.150,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 22.3m (73.2ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.8m (12.5ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 22.1m (72.5ft),  Out-to-Out Width: 25.2m (82.7ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Superior 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: 54C0422,  Location: 0.1 MI S OF 5TH ST (Lat: 34.107031,  Lng: -117.251133),  Route carried "on" structure: City street ,  Year Built: 1972,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 8,400 (year 2013),  Truck Traffic: 2%,  Average Future Daily Traffic: 18,605 (year 2038),  Features Intersected: CITY CREEK FLOOD CONTROL,  Facility Carried by Structure: DEL ROSA DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.160,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 23.2m (76.1ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 54C0445,  Location: 700' N BASELINE RD (Lat: 34.123203,  Lng: -117.243500),  Route carried "on" structure: City street ,  Year Built: 1948,  Year Reconstructed: 1958,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 15,400 (year 2013),  Truck Traffic: 2%,  Average Future Daily Traffic: 38,158 (year 2038),  Features Intersected: WARM CREEK,  Facility Carried by Structure: STERLING AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.140,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 25.3m (83.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 27.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 16.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 54C0591,  Location: 1.8 MI N OF PIONEER AVE (Lat: 34.106786,  Lng: -117.183619),  Route carried "on" structure: County highway ,  Year Built: 1949,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 8,800 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 31,626 (year 2040),  Design Load: HS 20,  Features Intersected: ELDER GULCH,  Facility Carried by Structure: BOULDER AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.250,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Very good,  Operating Rating: 71.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 54C0592,  Location: 1.5 MI N OF PIONEER AVE (Lat: 34.102589,  Lng: -117.182353),  Route carried "on" structure: County highway ,  Year Built: 1916,  Status: Open,  Structure Length: 2.53m (8.30ft),  Average Daily Traffic: 10,900 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 18,501 (year 2038),  Features Intersected: PLUNGE CREEK OVERFLOW,  Facility Carried by Structure: ORANGE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.270,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Channel: Very good,  Operating Rating: 35.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Critical Feature Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 54C06,  Location: 0.1 MI E STATE HWY 330 (Lat: 34.135614,  Lng: -117.190611),  Route carried "on" structure: City street ,  Year Built: 1993,  Status: Open,  Structure Length: 5.24m (17.19ft),  Average Daily Traffic: 8,200 (year 2013),  Truck Traffic: 2%,  Average Future Daily Traffic: 26,525 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: CITY CREEK,  Facility Carried by Structure: HIGHLAND AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.220,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Skew: 22 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 51.2m (168.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 20.6m (67.6ft),  Out-to-Out Width: 23.0m (75.5ft)

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 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 54C0649,  Location: 0.13 MI W VICTORIA AVE (Lat: 34.135706,  Lng: -117.228525),  Route carried "on" structure: City street ,  Year Built: 1937,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 25,200 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 47,093 (year 2038),  Design Load: H 15,  Features Intersected: SAND CREEK,  Facility Carried by Structure: HIGHLAND AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.130,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.4m (11.2ft),  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: Channel: Very good,  Culverts: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 54C0657,  Location: 1.4 MILES E/O CHURCH ST (Lat: 34.109875,  Lng: -117.150364),  Route carried "on" structure: City street ,  Year Built: 1997,  Status: Open,  Structure Length: 5.75m (18.86ft),  Average Daily Traffic: 8,300 (year 2013),  Truck Traffic: 2%,  Average Future Daily Traffic: 12,242 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: PLUNGE CREEK,  Facility Carried by Structure: GREENSPOT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.280,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.7m (97.4ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 28.0m (91.9ft)

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

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Structure Number: 54C068,  Location: 0.8 MI E. OF WATERMAN AVE (Lat: 34.078669,  Lng: -117.264522),  Route carried "on" structure: City street ,  Year Built: 1999,  Status: Open,  Structure Length: 23.32m (76.51ft),  Average Daily Traffic: 11,063 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 13,529 (year 2043),  Design Load: HS 20,  Features Intersected: SANTA ANA RIVER,  Facility Carried by Structure: ORANGE SHOW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 42.1m (138.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 22.6m (74.1ft),  Out-to-Out Width: 26.2m (86.0ft)

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: 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: November 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 54C0689,  Location: 0.15 MI WEST OF I210 (Lat: 34.107525,  Lng: -117.203297),  Route carried "on" structure: City street ,  Year Built: 2003,  Status: Open,  Structure Length: 13.96m (45.80ft),  Average Daily Traffic: 6,800 (year 2013),  Truck Traffic: 3%,  Average Future Daily Traffic: 26,303 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: CITY CREEK,  Facility Carried by Structure: EAST FIFTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.210,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 38.1m (125.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 26.8m (87.9ft),  Out-to-Out Width: 30.5m (100.1ft)

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

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Structure Number: 54C0753,  Location: 0.14 MI S/O BASELINE AVE. (Lat: 34.118336,  Lng: -117.193711),  Route carried "on" structure: City street ,  Year Built: 2013,  Status: Open,  Structure Length: 11.73m (38.48ft),  Average Daily Traffic: 16,000 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 61,414 (year 2040),  Design Load: HL 93,  Features Intersected: CITY CREEK,  Facility Carried by Structure: BOULDER AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.240,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 26.0m (85.3ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 32.0m (105.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 24.3m (79.7ft),  Out-to-Out Width: 29.1m (95.5ft)

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

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Structure Number: 54C0755,  Location: 4.3 MI E CHURCH ST (Lat: 34.100000,  Lng: -117.106667),  Route carried "on" structure: City street ,  Year Built: 2014,  Status: Open,  Structure Length: 7.22m (23.69ft),  Average Daily Traffic: 6,100 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 7,370 (year 2042),  Design Load: HL 93,  Features Intersected: SANTA ANA RIVER,  Facility Carried by Structure: GREENSPOT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.290,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.0m (62.3ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.7m (90.9ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 24.3m (79.7ft),  Out-to-Out Width: 30.0m (98.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 54C0759,  Location: 0.1 MI E/O VICTORIA AVE. (Lat: 34.106594,  Lng: -117.223903),  Route carried "on" structure: City street ,  Year Built: 2013,  Status: Open,  Structure Length: 1.36m (4.46ft),  Average Daily Traffic: 11,500 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 44,935 (year 2040),  Design Load: HS 20,  Features Intersected: CITY CREEK FLOOD CONTROL,  Facility Carried by Structure: 3RD ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.170,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 26.2m (86.0ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.2m (13.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.0m (3.3ft),  Curb-To-Curb Width: 26.2m (86.0ft),  Out-to-Out Width: 39.8m (130.6ft)

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: October 2018

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Structure Number: 54 1076L,  Location: 08-SBD-210-R27.39-HIGH (Lat: 34.132319,  Lng: -117.226411),  Route carried "under" structure: City street ,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 19,000 (year 2013),  Truck Traffic: 3%,  Features Intersected: VICTORIA AVENUE,  Facility Carried by Structure: STATE ROUTE 210 WB
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 39.9m (130.9ft)

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Structure Number: 54 1076R,  Location: 08-SBD-210-R27.39-HIGH (Lat: 34.132028,  Lng: -117.226431),  Route carried "under" structure: City street ,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 19,000 (year 2013),  Truck Traffic: 2%,  Features Intersected: VICTORIA AVENUE,  Facility Carried by Structure: STATE ROUTE 210 EB
Minimum Vertical Clearance: 6.50m (21.33ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 42.7m (140.1ft)

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Structure Number: 54 108,  Location: 08-SBD-210-R29.32-HIGH (Lat: 34.121342,  Lng: -117.201075),  Route carried "under" structure: State highway 210,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 76,000 (year 2020),  Truck Traffic: 6%,  Features Intersected: STATE ROUTE 210,  Facility Carried by Structure: BASELINE ROAD
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 29.320,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 35.1m (115.2ft)

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Structure Number: 54 1082L,  Location: 08-SBD-210-R30.23-HIGH (Lat: 34.108161,  Lng: -117.198925),  Route carried "under" structure: City street ,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 18,000 (year 2014),  Truck Traffic: 2%,  Features Intersected: FIFTH STREET,  Facility Carried by Structure: STATE ROUTE 210 WB
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 43.6m (143.0ft)

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Structure Number: 54 1082R,  Location: 08-SBD-210-R30.23-HIGH (Lat: 34.108139,  Lng: -117.199225),  Route carried "under" structure: City street ,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 18,000 (year 2014),  Truck Traffic: 2%,  Features Intersected: FIFTH STREET,  Facility Carried by Structure: STATE ROUTE 210 EB
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 43.6m (143.0ft)

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Structure Number: 54 1085,  Location: 08-SBD-330-R29.28-HIGH (Lat: 34.132567,  Lng: -117.195786),  Route carried "under" structure: City street ,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 6,500 (year 2020),  Truck Traffic: 2%,  Features Intersected: BOULDER AVENUE,  Facility Carried by Structure: STATE ROUTE 330
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 5,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 26.8m (87.9ft)

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Structure Number: 54 1086,  Location: 08-SBD-330-R29.60-HIGH (Lat: 34.135639,  Lng: -117.192178),  Route carried "under" structure: State highway 330,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 11,000 (year 2017),  Truck Traffic: 4%,  Features Intersected: STATE HIGHWAY 330,  Facility Carried by Structure: HIGHLAND AVENUE
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 29.600,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 43.0m (141.1ft)

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Structure Number: 54 1092,  Location: 08-SBD-210-R28.73-HIGH (Lat: 34.128603,  Lng: -117.202181),  Route carried "under" structure: Ramp State highway 210,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 10,200 (year 2019),  Truck Traffic: 4%,  Features Intersected: W210-N330 CONNECTOR RAMP,  Facility Carried by Structure: PEDESTRIAN WALKWAY
Minimum Vertical Clearance: 5.74m (18.83ft),  Kilometerpoint: 28.730,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 36.0m (118.1ft)

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Structure Number: 54 1099,  Location: 08-SBD-210-R28.70-HIGH (Lat: 34.129200,  Lng: -117.203686),  Route carried "under" structure: State highway 210,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 100,000 (year 2019),  Truck Traffic: 7%,  Features Intersected: STATE ROUTE 210,  Facility Carried by Structure: PEDESTRIAN WALKWAY
Minimum Vertical Clearance: 5.82m (19.09ft),  Kilometerpoint: 28.700,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 35.4m (116.1ft)