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

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Structure Number: 54 0030R,  Location: 08-SBD-010-11.50 (Lat: 34.067458,  Lng: -117.517828),  Route carried "on" structure: Interstate 10,  Year Built: 1966,  Status: Open,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 125,000 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 150,000 (year 2043),  Design Load: HS 20+Mod,  Features Intersected: E10-VALLEY BLVD OFF-RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.500,  Lanes on structure: 4,  Lanes under structure: 1,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 6 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 48 months,  Inspection Date: June 2021,  Other Special Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 54 0454L,  Location: 08-SBD-010-11.64 (Lat: 34.067567,  Lng: -117.515344),  Route carried "on" structure: Interstate 10,  Year Built: 1953,  Year Reconstructed: 1966,  Status: Open,  Structure Length: 5.97m (19.59ft),  Average Daily Traffic: 127,000 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 150,000 (year 2040),  Design Load: HS 20,  Features Intersected: ETWNDA-SN SEVN FL CN CHN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.640,  Lanes on structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 30.1 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: 23.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: 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: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 54 0454R,  Location: 08-SBD-010-11.64 (Lat: 34.067283,  Lng: -117.515347),  Route carried "on" structure: Interstate 10,  Year Built: 1966,  Status: Open,  Structure Length: 5.94m (19.49ft),  Average Daily Traffic: 127,000 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 150,000 (year 2040),  Design Load: HS 20,  Features Intersected: ETWNDA-SN SEVN FL CN CHN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.640,  Lanes on structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 40.2 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: 31.1 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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 54 0454S,  Location: 08-SBD-010-11.64 (Lat: 34.067094,  Lng: -117.515344),  Route carried "on" structure: Ramp Interstate 10,  Year Built: 1953,  Status: Open,  Structure Length: 5.85m (19.19ft),  Average Daily Traffic: 13,500 (year 2018),  Truck Traffic: 15%,  Average Future Daily Traffic: 17,000 (year 2040),  Design Load: HS 20,  Features Intersected: ETWNDA-SN SEVN FL CN CHN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.640,  Lanes on structure: 1,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 8.0m (26.2ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.5m (64.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 30.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 23.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: 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: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 54 0672,  Location: 08-SBD-210-13.93-FNA (Lat: 34.136725,  Lng: -117.453711),  Route carried "on" structure: City street ,  Year Built: 2001,  Status: Open,  Structure Length: 7.50m (24.61ft),  Average Daily Traffic: 3,500 (year 2011),  Truck Traffic: 2%,  Average Future Daily Traffic: 5,611 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 210,  Facility Carried by Structure: CITRUS AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 27.6m (90.6ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.0m (128.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 27.6m (90.6ft),  Out-to-Out Width: 30.2m (99.1ft)

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

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Structure Number: 54 068,  Location: 08-SBD-210-10.43-RCUC (Lat: 34.136661,  Lng: -117.514608),  Route carried "on" structure: City street ,  Year Built: 1999,  Status: Open,  Structure Length: 7.90m (25.92ft),  Average Daily Traffic: 9,200 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 13,262 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 210,  Facility Carried by Structure: EAST AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 41.8m (137.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 22.6m (74.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: 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: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 54 0682L,  Location: 08-SBD-210-11.91-FNA (Lat: 34.136436,  Lng: -117.488661),  Route carried "on" structure: State highway 210,  Year Built: 2000,  Status: Open,  Structure Length: 4.22m (13.85ft),  Average Daily Traffic: 60,000 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 76,513 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: CHERRY AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.910,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.0m (72.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 42.2m (138.5ft),  Curb-To-Curb Width: 22.0m (72.2ft),  Out-to-Out Width: 23.0m (75.5ft)

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

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Structure Number: 54 0682R,  Location: 08-SBD-210-11.91-FNA (Lat: 34.136142,  Lng: -117.488656),  Route carried "on" structure: State highway 210,  Year Built: 2000,  Status: Open,  Structure Length: 4.22m (13.85ft),  Average Daily Traffic: 60,000 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 76,513 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: CHERRY AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.910,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.0m (72.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 42.2m (138.5ft),  Curb-To-Curb Width: 22.0m (72.2ft),  Out-to-Out Width: 23.0m (75.5ft)

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

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Structure Number: 54 0950L,  Location: 08-SBD-210-R22.55-SBD (Lat: 34.146036,  Lng: -117.307922),  Route carried "on" structure: City street ,  Year Built: 1989,  Status: Open,  Structure Length: 7.44m (24.41ft),  Average Daily Traffic: 800 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,001 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 210,  Facility Carried by Structure: MUSCUPIABE DR SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 8.3m (27.2ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 37.2m (122.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 8.3m (27.2ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.44m (24.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 54 0959F,  Location: 08-SBD-210-11.75-FNA (Lat: 34.138314,  Lng: -117.491614),  Route carried "on" structure: Ramp State highway 210,  Year Built: 2001,  Status: Open,  Structure Length: 3.60m (11.81ft),  Average Daily Traffic: 3,001 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,101 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: E210-N15 CONNECTOR RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.750,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.0m (118.1ft),  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: Superior to present desirable criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 54 0962L,  Location: 08-SBD-210-11.63-FNA (Lat: 34.136422,  Lng: -117.493431),  Route carried "on" structure: State highway 210,  Year Built: 1999,  Status: Open,  Structure Length: 4.86m (15.94ft),  Average Daily Traffic: 73,000 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 91,815 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: E210-N15 CONNECTOR RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.630,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.8m (81.4ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 48.6m (159.4ft),  Curb-To-Curb Width: 24.8m (81.4ft),  Out-to-Out Width: 25.8m (84.6ft)

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

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Structure Number: 54 0962R,  Location: 08-SBD-210-11.63-FNA (Lat: 34.136106,  Lng: -117.493875),  Route carried "on" structure: State highway 210,  Year Built: 1999,  Status: Open,  Structure Length: 5.22m (17.13ft),  Average Daily Traffic: 73,000 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 91,815 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: E210-N15 CONNECTOR RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.630,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.7m (84.3ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 52.2m (171.3ft),  Curb-To-Curb Width: 25.7m (84.3ft),  Out-to-Out Width: 26.7m (87.6ft)

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

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Structure Number: 54 0963L,  Location: 08-SBD-015-7.08-FNA (Lat: 34.124486,  Lng: -117.510381),  Route carried "on" structure: Interstate 15,  Year Built: 1976,  Status: Open,  Structure Length: 5.30m (17.39ft),  Average Daily Traffic: 80,000 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 90,000 (year 2040),  Design Load: HS 20,  Features Intersected: ABANDONED RR (BIKEPATH)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.080,  Lanes on structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 31.5m (103.3ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 23.6m (77.4ft),  Out-to-Out Width: 24.7m (81.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 48.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 37.6 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 54 0963R,  Location: 08-SBD-015-7.08-FNA (Lat: 34.124489,  Lng: -117.509753),  Route carried "on" structure: Interstate 15,  Year Built: 1976,  Status: Open,  Structure Length: 5.30m (17.39ft),  Average Daily Traffic: 80,000 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 90,000 (year 2040),  Design Load: HS 20,  Features Intersected: ABANDONED RR (BIKEPATH)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.080,  Lanes on structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 31.5m (103.3ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 24.1m (79.1ft),  Out-to-Out Width: 25.3m (83.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 92.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 54 098,  Location: 08-SBD-015-11.03-FNA (Lat: 34.164933,  Lng: -117.462097),  Route carried "on" structure: County highway ,  Year Built: 1976,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 11.85m (38.88ft),  Average Daily Traffic: 2,000 (year 2016),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,000 (year 2040),  Design Load: Greater than HL93,  Features Intersected: INTERSTATE 15,  Facility Carried by Structure: DUNCAN CANYON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 28.0m (91.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 59.2m (194.2ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 28.0m (91.9ft),  Out-to-Out Width: 32.3m (106.0ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 54.4 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: 34.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 54 0981L,  Location: 08-SBD-015-12.84-FNA (Lat: 34.181572,  Lng: -117.437006),  Route carried "on" structure: Interstate 15,  Year Built: 1976,  Status: Open,  Structure Length: 4.48m (14.70ft),  Average Daily Traffic: 63,500 (year 2017),  Truck Traffic: 11%,  Average Future Daily Traffic: 96,000 (year 2040),  Design Load: HS 20,  Features Intersected: SIERRA AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.840,  Lanes on structure: 4,  Lanes under structure: 5,  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: 44.5m (146.0ft),  Curb-To-Curb Width: 19.9m (65.3ft),  Out-to-Out Width: 20.9m (68.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 77.4 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: 53.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  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 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 54 0981R,  Location: 08-SBD-015-12.84-FNA (Lat: 34.181225,  Lng: -117.436842),  Route carried "on" structure: Interstate 15,  Year Built: 1976,  Status: Open,  Structure Length: 4.94m (16.21ft),  Average Daily Traffic: 63,500 (year 2014),  Truck Traffic: 11%,  Average Future Daily Traffic: 96,000 (year 2040),  Design Load: HS 20,  Features Intersected: SIERRA AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.840,  Lanes on structure: 4,  Lanes under structure: 4,  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: 48.8m (160.1ft),  Curb-To-Curb Width: 19.9m (65.3ft),  Out-to-Out Width: 20.9m (68.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 81.3 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: 52.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 54 113,  Location: 08-SBD-071-R3.55-CHNH (Lat: 33.980681,  Lng: -117.706589),  Route carried "on" structure: State highway 71,  Year Built: 1997,  Status: Open,  Structure Length: 7.20m (23.62ft),  Average Daily Traffic: 88,000 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 122,420 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: RAMONA AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.550,  Lanes on structure: 8,  Lanes under structure: 7,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 44.0m (144.4ft),  Skew: 33 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.0m (128.0ft),  Curb-To-Curb Width: 44.0m (144.4ft),  Out-to-Out Width: 45.6m (149.6ft)

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

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Structure Number: 54 1136F,  Location: 08-SBD-210-11.91-FNA (Lat: 34.138008,  Lng: -117.488736),  Route carried "on" structure: Ramp State highway 210,  Year Built: 2000,  Status: Open,  Structure Length: 5.30m (17.39ft),  Average Daily Traffic: 3,001 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,101 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: CHERRY AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.910,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 53.0m (173.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.4m (37.4ft)

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

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Structure Number: 54 1137F,  Location: 08-SBD-210-11.91-FNA (Lat: 34.137622,  Lng: -117.488756),  Route carried "on" structure: Ramp State highway 210,  Year Built: 2000,  Status: Open,  Structure Length: 5.01m (16.44ft),  Average Daily Traffic: 3,001 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,101 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: CHERRY AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.910,  Lanes on structure: 2,  Lanes under structure: 4,  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: 50.1m (164.4ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: 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: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 54 1138H,  Location: 08-SBD-015-8.50-FNA (Lat: 34.135075,  Lng: -117.488733),  Route carried "on" structure: Ramp Interstate 15,  Year Built: 2001,  Status: Open,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 4,501 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 6,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CHERRY AVEUNE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.500,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 44.2m (145.0ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.3m (63.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: 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: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 54 1139,  Location: 08-SBD-210-12.41-FNA (Lat: 34.136092,  Lng: -117.479947),  Route carried "on" structure: State highway 210,  Year Built: 2000,  Status: Open,  Structure Length: 3.77m (12.37ft),  Average Daily Traffic: 120,000 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 127,521 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: SAN SEVAINE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.410,  Lanes on structure: 13,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 71.6m (234.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 37.7m (123.7ft),  Curb-To-Curb Width: 71.6m (234.9ft),  Out-to-Out Width: 73.2m (240.2ft)

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

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Structure Number: 54 1140R,  Location: 08-SBD-210-12.91-FNA (Lat: 34.136083,  Lng: -117.471203),  Route carried "on" structure: State highway 210,  Year Built: 2000,  Status: Open,  Structure Length: 4.04m (13.25ft),  Average Daily Traffic: 60,000 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 71,412 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: BEECH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.910,  Lanes on structure: 5,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 30.5m (100.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 40.4m (132.5ft),  Curb-To-Curb Width: 30.5m (100.1ft),  Out-to-Out Width: 31.5m (103.3ft)

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

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Structure Number: 54 1160L,  Location: 08-SBD-210-19.67-RIA (Lat: 34.134494,  Lng: -117.353528),  Route carried "on" structure: State highway 210,  Year Built: 2007,  Status: Open,  Structure Length: 4.94m (16.21ft),  Average Daily Traffic: 60,000 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 75,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: PEPPER AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.670,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.5m (70.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 48.8m (160.1ft),  Curb-To-Curb Width: 21.5m (70.5ft),  Out-to-Out Width: 22.7m (74.5ft)

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

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Structure Number: 54 1169,  Location: 08-SBD-010-16.22-FNA (Lat: 34.067706,  Lng: -117.435836),  Route carried "on" structure: City street ,  Year Built: 2002,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 64,000 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 80,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 10,  Facility Carried by Structure: SIERRA AVENUE
Minimum Vertical Clearance: 6.10m (20.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 47.0m (154.2ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.0m (98.4ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 47.0m (154.2ft),  Out-to-Out Width: 47.0m (154.2ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  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: Equal to 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: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 54 1214K,  Location: 08-SBD-010-11.35 (Lat: 34.068111,  Lng: -117.520403),  Route carried "on" structure: Ramp Interstate 10,  Year Built: 2004,  Status: Open,  Structure Length: 6.32m (20.73ft),  Average Daily Traffic: 7,300 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,200 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: W10-ETIWANDA AVE OFFRAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.350,  Lanes on structure: 1,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.2m (23.6ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.6m (103.7ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 54 1292,  Location: 08-SBD-010-13.17-FNA (Lat: 34.065822,  Lng: -117.489114),  Route carried "on" structure: City street R055,  Year Built: 2015,  Status: Open,  Structure Length: 7.21m (23.65ft),  Average Daily Traffic: 38,000 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 45,000 (year 2040),  Design Load: HL 93,  Features Intersected: INTERSTATE 10,  Facility Carried by Structure: CHERRY AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 35.4m (116.1ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 40.4m (132.5ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 0.0m,  Curb-To-Curb Width: 35.4m (116.1ft),  Out-to-Out Width: 38.6m (126.6ft)

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

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Structure Number: 54 1293,  Location: 08-SBD-010-15.18-FNA (Lat: 34.067275,  Lng: -117.453811),  Route carried "on" structure: City street R053,  Year Built: 2014,  Status: Open,  Structure Length: 7.24m (23.75ft),  Average Daily Traffic: 25,000 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 33,000 (year 2039),  Design Load: HL 93,  Features Intersected: INTERSTATE 10,  Facility Carried by Structure: CITRUS AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 31.1m (102.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 40.7m (133.5ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 31.1m (102.0ft),  Out-to-Out Width: 35.3m (115.8ft)

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

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Structure Number: 54 1337,  Location: 08-SBD-010-13.17-FNA (Lat: 34.066558,  Lng: -117.490425),  Route carried "on" structure: Ramp Interstate 10,  Year Built: 2015,  Status: Open,  Structure Length: 1.93m (6.33ft),  Average Daily Traffic: 20,000 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 25,000 (year 2040),  Features Intersected: CHERRY AVE & W10 RAMPS,  Facility Carried by Structure: CHERRY AVE & RAMPS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.170,  Lanes on structure: 9,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 50.9m (167.0ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.7m (12.1ft)

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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020

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Structure Number: 54 1338,  Location: 08-SBD-010-13.36-FNA (Lat: 34.066497,  Lng: -117.486600),  Route carried "on" structure: Ramp Interstate 10,  Year Built: 2015,  Status: Open,  Structure Length: 4.90m (16.08ft),  Average Daily Traffic: 7,800 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 10,000 (year 2040),  Features Intersected: W/B I-10 CHERRY OFFRAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.360,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 7 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.0m (52.5ft)

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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020

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Structure Number: 54C0063,  Location: 0.1 MI S OF I-10 (Lat: 34.066542,  Lng: -117.435450),  Route carried "on" structure: City street ,  Year Built: 1959,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 2.50m (8.20ft),  Average Daily Traffic: 22,000 (year 2011),  Truck Traffic: 15%,  Average Future Daily Traffic: 24,484 (year 2037),  Design Load: HS 20,  Features Intersected: UP RR & AMTRAK,  Facility Carried by Structure: SIERRA AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 10,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 45.0m (147.6ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.0m (82.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 40.3m (132.2ft),  Out-to-Out Width: 45.2m (148.3ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 40.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 11.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: High priority of corrective action,  Deck Geometry: 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: June 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 54C0064,  Location: 200' S OF I-10 (Lat: 34.066044,  Lng: -117.453433),  Route carried "on" structure: County highway ,  Year Built: 1960,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 2.53m (8.30ft),  Average Daily Traffic: 22,972 (year 2015),  Truck Traffic: 15%,  Average Future Daily Traffic: 27,882 (year 2040),  Design Load: HS 20,  Features Intersected: UP RR & AMTRAK,  Facility Carried by Structure: CITRUS AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 34.7m (113.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.7m (81.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 34.7m (113.8ft),  Out-to-Out Width: 38.7m (127.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.4 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: 13.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: High priority of corrective action,  Deck Geometry: 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: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 54C0065,  Location: 200' S OF I-10 (Lat: 34.065147,  Lng: -117.488933),  Route carried "on" structure: County highway ,  Year Built: 1959,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 3.38m (11.09ft),  Average Daily Traffic: 33,843 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 43,466 (year 2040),  Design Load: HS 20,  Features Intersected: UP RR & AMTRAK,  Facility Carried by Structure: CHERRY AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 42.5m (139.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.5m (109.9ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 42.5m (139.4ft),  Out-to-Out Width: 45.4m (149.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 48.0 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: 4.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: High priority of corrective action,  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: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 54C0093,  Location: 0.2 MI S I-10 (Lat: 34.064322,  Lng: -117.523994),  Route carried "on" structure: City street ,  Year Built: 1964,  Status: Open,  Structure Length: 6.25m (20.51ft),  Average Daily Traffic: 45,000 (year 2011),  Truck Traffic: 15%,  Average Future Daily Traffic: 54,579 (year 2037),  Design Load: HS 20,  Features Intersected: UP RR & AMTRAK,  Facility Carried by Structure: ETIWANDA AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 21.2m (69.6ft),  Out-to-Out Width: 23.0m (75.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 70.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 54C0161,  Location: 0.5 MI W CALIFORNIA ST. (Lat: 34.048403,  Lng: -117.234775),  Route carried "on" structure: County highway ,  Year Built: 1972,  Status: Open,  Structure Length: 7.04m (23.10ft),  Average Daily Traffic: 24,760 (year 2013),  Truck Traffic: 1%,  Average Future Daily Traffic: 21,691 (year 2042),  Design Load: HS 20,  Features Intersected: UP RR & AMTRAK,  Facility Carried by Structure: BARTON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.110,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 23 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 3,  Length of Maximum Span: 23.5m (77.1ft),  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: Poor,  Superstructure: Good,  Substructure: Good,  Operating Rating: 37.3 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: 21.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 7.04m (23.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $1,971,000,  Roadway Improvement Cost: $394,000,  Total Project Cost: $3,311,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 54C0168,  Location: 0.1 MI E OF I-15 (Lat: 34.128192,  Lng: -117.504239),  Route carried "on" structure: City street ,  Year Built: 1976,  Status: Open,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 3,592 (year 2015),  Truck Traffic: 2%,  Average Future Daily Traffic: 6,752 (year 2040),  Design Load: HS 20,  Features Intersected: EAST ETIWANDA CREEK CHAN,  Facility Carried by Structure: VICTORIA ST
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: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.6m (74.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 50.2 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: 38.9 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: 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: June 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 54C0216,  Location: 1.3 MI N RTE I 15 (Lat: 34.198228,  Lng: -117.445375),  Route carried "on" structure: County highway ,  Year Built: 1980,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 2,559 (year 2009),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,133 (year 2037),  Design Load: HS 20,  Features Intersected: GRAPEVINE CANYON,  Facility Carried by Structure: LYTLE CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 15.8m (51.8ft)

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: May 2019

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Structure Number: 54C0586,  Location: 2.0 MI N OF RTE I-10 (Lat: 34.093464,  Lng: -117.488769),  Route carried "on" structure: County highway ,  Year Built: 1980,  Status: Open,  Structure Length: 9.42m (30.91ft),  Average Daily Traffic: 21,750 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 24,596 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: METROLINK,BNSF RY, DITCH,  Facility Carried by Structure: CHERRY AVE
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),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 22.1m (72.5ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Channel: Very good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: 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: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 54C061,  Location: 0.4 MI E ARCHIBALD AVE (Lat: 34.025769,  Lng: -117.588169),  Route carried "on" structure: City street ,  Year Built: 1987,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 3,557 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,395 (year 2041),  Features Intersected: LOWER DEER CREEK CHANNEL,  Facility Carried by Structure: WALNUT ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 1.7m (5.6ft)

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

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Structure Number: 54C0618,  Location: 0.1 MI N MCKINLEY DR (Lat: 34.111511,  Lng: -117.511739),  Route carried "on" structure: City street ,  Year Built: 1988,  Status: Open,  Structure Length: 2.38m (7.81ft),  Average Daily Traffic: 4,777 (year 2015),  Truck Traffic: 2%,  Average Future Daily Traffic: 5,815 (year 2040),  Features Intersected: E ETIWANDA CREEK CHANNEL,  Facility Carried by Structure: W LIBERTY PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Skew: 34 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 31.1m (102.0ft)

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: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2020