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

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Structure Number: 57 0084,  Location: 11-SD-067-R0.09-ECJ (Lat: 32.804381,  Lng: -116.962175),  Route carried "on" structure: State highway 67,  Year Built: 1956,  Year Reconstructed: 1966,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 37,000 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 62,000 (year 2035),  Features Intersected: FORESTER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.090,  Lanes on structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 37.8m (124.0ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 36.6m (120.1ft),  Out-to-Out Width: 37.8m (124.0ft)

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: 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: August 2018

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Structure Number: 57 0084F,  Location: 11-SD-067-R0.09-ECJ (Lat: 32.804419,  Lng: -116.963044),  Route carried "on" structure: Ramp State highway 67,  Year Built: 1961,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 10,000 (year 2010),  Truck Traffic: 6%,  Average Future Daily Traffic: 15,405 (year 2035),  Features Intersected: FORESTER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.090,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 12.0m (39.4ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.8m (19.0ft)

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

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Structure Number: 57 036,  Location: 11-SD-094-2.46-SD (Lat: 32.713994,  Lng: -117.129819),  Route carried "on" structure: City street ,  Year Built: 1959,  Status: Open,  Structure Length: 8.53m (27.99ft),  Average Daily Traffic: 6,020 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 10,653 (year 2042),  Design Load: HS 20,  Features Intersected: STATE ROUTE 94,  Facility Carried by Structure: 30TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.3m (96.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 19.4m (63.6ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 56.4 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: 40.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  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,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 57 0362,  Location: 11-SD-008-13.66-ECJ (Lat: 32.782517,  Lng: -116.981275),  Route carried "on" structure: Interstate 8,  Year Built: 1961,  Year Reconstructed: 1968,  Status: Open,  Structure Length: 9.94m (32.61ft),  Average Daily Traffic: 192,000 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 238,000 (year 2037),  Design Load: HS 20,  Features Intersected: MTDB LRT & SDIV RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.660,  Lanes on structure: 8,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 41.5m (136.2ft),  Skew: 35 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.7m (90.9ft),  Curb-To-Curb Width: 41.4m (135.8ft),  Out-to-Out Width: 42.9m (140.7ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 41.5 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: 27.9 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: 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: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 57 0363,  Location: 11-SD-008-14.59-ECJ (Lat: 32.794867,  Lng: -116.977028),  Route carried "on" structure: Interstate 8,  Year Built: 1961,  Year Reconstructed: 1968,  Status: Open,  Structure Length: 2.41m (7.91ft),  Average Daily Traffic: 192,000 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 238,000 (year 2037),  Design Load: HS 20,  Features Intersected: MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.590,  Lanes on structure: 8,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 42.0m (137.8ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.1m (79.1ft),  Curb-To-Curb Width: 41.5m (136.2ft),  Out-to-Out Width: 43.2m (141.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57 0364,  Location: 11-SD-008-15.30-ECJ (Lat: 32.802614,  Lng: -116.971172),  Route carried "on" structure: Interstate 8,  Year Built: 1961,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 188,000 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 238,000 (year 2037),  Design Load: HS 20,  Features Intersected: JOHNSON AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.300,  Lanes on structure: 9,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 44.8m (147.0ft),  Skew: 31 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 44.8m (147.0ft),  Out-to-Out Width: 46.4m (152.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.92m (6.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57 0365,  Location: 11-SD-008-15.80-ECJ (Lat: 32.802889,  Lng: -116.962603),  Route carried "on" structure: Interstate 8,  Year Built: 1961,  Year Reconstructed: 1968,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 151,000 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 238,000 (year 2037),  Design Load: HS 20,  Features Intersected: STATE ROUTE 67
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.800,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 42.1m (138.1ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 41.3m (135.5ft),  Out-to-Out Width: 42.9m (140.7ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 61.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.6 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: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57 0365F,  Location: 11-SD-008-15.80-ECJ (Lat: 32.803292,  Lng: -116.962594),  Route carried "on" structure: Ramp Interstate 8,  Year Built: 1961,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 23,200 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 25,000 (year 2037),  Design Load: HS 20,  Features Intersected: ST RTE 67 & CONNECTORS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.800,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 43.4 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: 33.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57 0365G,  Location: 11-SD-008-15.80-ECJ (Lat: 32.802772,  Lng: -116.962592),  Route carried "on" structure: Ramp Interstate 8,  Year Built: 1961,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 13,250 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 30,809 (year 2037),  Design Load: HS 20,  Features Intersected: ST RTE 67 & CONNECTORS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.800,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 43.4 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: 33.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57 0366,  Location: 11-SD-008-16.05-ECJ (Lat: 32.802881,  Lng: -116.958236),  Route carried "on" structure: Interstate 8,  Year Built: 1961,  Year Reconstructed: 1968,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 134,000 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 238,000 (year 2037),  Design Load: HS 20,  Features Intersected: BALLANTYNE LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.050,  Lanes on structure: 7,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 40.0m (131.2ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 42.7m (140.1ft),  Out-to-Out Width: 44.0m (144.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 84.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.83m (6.00ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57 0366F,  Location: 11-SD-008-16.05-ECJ (Lat: 32.803297,  Lng: -116.958236),  Route carried "on" structure: Ramp Interstate 8,  Year Built: 1961,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 11,000 (year 2009),  Truck Traffic: 2%,  Average Future Daily Traffic: 25,335 (year 2036),  Design Load: HS 20,  Features Intersected: BALLANTYNE LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.050,  Lanes on structure: 1,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 49.2 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: 38.2 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: 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 48 months,  Inspection Date: May 2018,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57 0369,  Location: 11-SD-008-14.95-ECJ (Lat: 32.799347,  Lng: -116.975861),  Route carried "on" structure: Interstate 8,  Year Built: 1961,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 8.75m (28.71ft),  Average Daily Traffic: 189,000 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 241,189 (year 2037),  Design Load: HS 20,  Features Intersected: MTDB LRT,SDIV & MARSHALL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.950,  Lanes on structure: 10,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 48.2m (158.1ft),  Skew: 39 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 48.2m (158.1ft),  Out-to-Out Width: 50.0m (164.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 67.7 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: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 57 0371R,  Location: 11-SD-008-7.06-SD (Lat: 32.780464,  Lng: -117.088228),  Route carried "on" structure: Interstate 8,  Year Built: 1960,  Year Reconstructed: 1979,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 108,500 (year 2010),  Truck Traffic: 4%,  Average Future Daily Traffic: 141,293 (year 2040),  Design Load: HS 20,  Features Intersected: WARING ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.060,  Lanes on structure: 5,  Lanes under structure: 3,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 27.4m (89.9ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 27.4m (89.9ft),  Out-to-Out Width: 28.6m (93.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 28.5 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: 22.0 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: 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: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57 0377,  Location: 11-SD-008-16.47-ECJ (Lat: 32.802897,  Lng: -116.951131),  Route carried "on" structure: Interstate 8,  Year Built: 1961,  Year Reconstructed: 1968,  Status: Open,  Structure Length: 2.38m (7.81ft),  Average Daily Traffic: 117,000 (year 2010),  Truck Traffic: 3%,  Average Future Daily Traffic: 179,000 (year 2037),  Design Load: HS 20,  Features Intersected: MOLLISON AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.470,  Lanes on structure: 6,  Lanes under structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 31.7m (104.0ft),  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.5m (77.1ft),  Curb-To-Curb Width: 42.7m (140.1ft),  Out-to-Out Width: 43.5m (142.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 74.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: June 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57 0378,  Location: 11-SD-008-16.84-ECJ (Lat: 32.802894,  Lng: -116.944700),  Route carried "on" structure: Interstate 8,  Year Built: 1961,  Year Reconstructed: 1968,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 117,000 (year 2010),  Truck Traffic: 3%,  Average Future Daily Traffic: 179,000 (year 2037),  Design Load: HS 20,  Features Intersected: FIRST STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.840,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 31.7m (104.0ft),  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.7m (58.1ft),  Curb-To-Curb Width: 36.0m (118.1ft),  Out-to-Out Width: 43.5m (142.7ft)

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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57 0379L,  Location: 11-SD-008-17.35-ECJ (Lat: 32.803178,  Lng: -116.935939),  Route carried "on" structure: Interstate 8,  Year Built: 1961,  Status: Open,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 53,000 (year 2012),  Truck Traffic: 3%,  Average Future Daily Traffic: 89,500 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: 2ND STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.350,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.9m (107.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 51.5 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: 37.3 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: Better than 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: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57 0379R,  Location: 11-SD-008-17.35-ECJ (Lat: 32.802900,  Lng: -116.935939),  Route carried "on" structure: Interstate 8,  Year Built: 1961,  Year Reconstructed: 1968,  Status: Open,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 53,000 (year 2012),  Truck Traffic: 3%,  Average Future Daily Traffic: 89,500 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: 2ND STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.350,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 15.6m (51.2ft),  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.9m (107.9ft),  Curb-To-Curb Width: 15.6m (51.2ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 51.5 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: 37.3 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57 0381R,  Location: 11-SD-008-17.83-ECJ (Lat: 32.802906,  Lng: -116.927933),  Route carried "on" structure: Interstate 8,  Year Built: 1961,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 4.54m (14.90ft),  Average Daily Traffic: 44,500 (year 2010),  Truck Traffic: 7%,  Average Future Daily Traffic: 69,000 (year 2037),  Design Load: HS 20,  Features Intersected: EAST MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.830,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 17.0m (55.8ft),  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: 23.5m (77.1ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 59.0 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: 42.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: 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 48 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 57 0465,  Location: 11-SD-008-15.63-ECJ (Lat: 32.802897,  Lng: -116.965544),  Route carried "on" structure: Interstate 8,  Year Built: 1961,  Year Reconstructed: 1968,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 189,000 (year 2009),  Truck Traffic: 5%,  Average Future Daily Traffic: 241,189 (year 2036),  Features Intersected: EL CAJON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.630,  Lanes on structure: 12,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 67.4m (221.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 67.4m (221.1ft),  Out-to-Out Width: 78.8m (258.5ft)

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

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Structure Number: 57 0475L,  Location: 11-SD-008-R18.41-ECJ (Lat: 32.807544,  Lng: -116.919931),  Route carried "on" structure: Interstate 8,  Year Built: 1965,  Status: Open,  Structure Length: 4.54m (14.90ft),  Average Daily Traffic: 48,000 (year 2012),  Truck Traffic: 7%,  Average Future Daily Traffic: 69,000 (year 2037),  Design Load: HS 20,  Features Intersected: BROADWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.410,  Lanes on structure: 2,  Lanes under 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: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 37.6 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: 28.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: 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: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57 0475R,  Location: 11-SD-008-R18.41-ECJ (Lat: 32.807542,  Lng: -116.919567),  Route carried "on" structure: Interstate 8,  Year Built: 1965,  Status: Open,  Structure Length: 4.54m (14.90ft),  Average Daily Traffic: 44,500 (year 2010),  Truck Traffic: 7%,  Average Future Daily Traffic: 69,000 (year 2037),  Design Load: HS 20,  Features Intersected: BROADWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.410,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 17.0m (55.8ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 37.6 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: 28.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: 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: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57 0476L,  Location: 11-SD-008-R18.73-ECJ (Lat: 32.811661,  Lng: -116.917403),  Route carried "on" structure: Interstate 8,  Year Built: 1965,  Status: Open,  Structure Length: 4.21m (13.81ft),  Average Daily Traffic: 39,500 (year 2010),  Truck Traffic: 7%,  Average Future Daily Traffic: 69,000 (year 2037),  Design Load: HS 20,  Features Intersected: GREENFIELD DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.730,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 35.3 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: 27.2 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: 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: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57 0476R,  Location: 11-SD-008-R18.73-ECJ (Lat: 32.811544,  Lng: -116.917106),  Route carried "on" structure: Interstate 8,  Year Built: 1965,  Status: Open,  Structure Length: 4.21m (13.81ft),  Average Daily Traffic: 39,500 (year 2010),  Truck Traffic: 7%,  Average Future Daily Traffic: 69,000 (year 2037),  Design Load: HS 20,  Features Intersected: GREENFIELD DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.730,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 35.3 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: 27.2 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: Equal to 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: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57 0550G,  Location: 11-SD-005-R19.90-SD (Lat: 32.757436,  Lng: -117.201892),  Route carried "on" structure: Ramp Interstate 5,  Year Built: 1969,  Status: Open,  Structure Length: 20.39m (66.90ft),  Average Daily Traffic: 20,200 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 29,779 (year 2040),  Design Load: HS 20,  Features Intersected: BNSF,AMTRAK,MTDB,PACIFIC
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.900,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 71.9 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: 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: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57 0557F,  Location: 11-SD-067-R0.16-ECJ (Lat: 32.804861,  Lng: -116.962653),  Route carried "on" structure: Ramp State highway 67,  Year Built: 1967,  Status: Open,  Structure Length: 9.85m (32.32ft),  Average Daily Traffic: 25,000 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 30,809 (year 2040),  Design Load: HS 20,  Features Intersected: STATE ROUTE 67 SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.160,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 43.0m (141.1ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 56.7 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: 43.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57 0558F,  Location: 11-SD-067-R0.31-ECJ (Lat: 32.807464,  Lng: -116.962142),  Route carried "on" structure: Ramp State highway 67,  Year Built: 1967,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 5.60m (18.37ft),  Average Daily Traffic: 30,000 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 40,809 (year 2040),  Design Load: HS 20,  Features Intersected: BROADWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.310,  Lanes on structure: 3,  Lanes under structure: 8,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.6m (97.1ft),  Curb-To-Curb Width: 14.7m (48.2ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 96.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57 0558G,  Location: 11-SD-008-15.81-ECJ (Lat: 32.807564,  Lng: -116.961956),  Route carried "on" structure: Ramp Interstate 8,  Year Built: 1985,  Status: Open,  Structure Length: 5.26m (17.26ft),  Average Daily Traffic: 20,600 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 41,630 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: BROADWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.810,  Lanes on structure: 2,  Lanes under structure: 7,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.5m (86.9ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.8m (42.0ft)

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

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Structure Number: 57 0558L,  Location: 11-SD-067-R0.31-ECJ (Lat: 32.807569,  Lng: -116.962308),  Route carried "on" structure: State highway 67,  Year Built: 1967,  Status: Open,  Structure Length: 5.67m (18.60ft),  Average Daily Traffic: 25,500 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 50,000 (year 2040),  Design Load: HS 20,  Features Intersected: BROADWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.310,  Lanes on structure: 1,  Lanes under structure: 8,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.2m (99.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 50.5 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: 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: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57 0558R,  Location: 11-SD-067-R0.31-ECJ (Lat: 32.807478,  Lng: -116.961719),  Route carried "on" structure: State highway 67,  Year Built: 1985,  Status: Open,  Structure Length: 5.09m (16.70ft),  Average Daily Traffic: 25,500 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 50,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: BROADWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.310,  Lanes on structure: 3,  Lanes under structure: 8,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 13.5m (44.3ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.3m (83.0ft),  Curb-To-Curb Width: 13.5m (44.3ft),  Out-to-Out Width: 14.5m (47.6ft)

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: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57 0938G,  Location: 11-SD-008-15.62-ECJ (Lat: 32.802633,  Lng: -116.965986),  Route carried "on" structure: Ramp Interstate 8,  Year Built: 1985,  Status: Open,  Structure Length: 50.90m (166.99ft),  Average Daily Traffic: 20,600 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 41,080 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: I 8 & SR 67, CONNECTORS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.620,  Lanes on structure: 2,  Lanes under structure: 11,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 54.9m (180.1ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.8m (42.0ft)

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,  Underclear: 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: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57 0942F,  Location: 11-SD-008-15.85-ECJ (Lat: 32.804494,  Lng: -116.961767),  Route carried "on" structure: Ramp State highway 8,  Year Built: 1966,  Status: Open,  Structure Length: 1.80m (5.91ft),  Average Daily Traffic: 2,500 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 5,574 (year 2036),  Features Intersected: FORESTER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.850,  Lanes on structure: 1,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 19.2m (63.0ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Channel: Excellent,  Culverts: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 57 0950L,  Location: 11-SD-125-R15.35-LMSA (Lat: 32.776814,  Lng: -117.003475),  Route carried "on" structure: State highway 125,  Year Built: 1993,  Status: Open,  Structure Length: 16.52m (54.20ft),  Average Daily Traffic: 79,500 (year 2010),  Average Future Daily Traffic: 103,899 (year 2042),  Design Load: HS 20,  Features Intersected: I 8 & CONNECTORS
Minimum Vertical Clearance: 6.47m (21.23ft),  Kilometerpoint: 15.350,  Lanes on structure: 3,  Lanes under structure: 15,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 16.3m (53.5ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 52.1m (170.9ft),  Curb-To-Curb Width: 16.3m (53.5ft),  Out-to-Out Width: 17.3m (56.8ft)

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: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57 0956S,  Location: 11-SD-008-13.77-ECJ (Lat: 32.782864,  Lng: -116.979572),  Route carried "on" structure: Ramp Interstate 8,  Year Built: 1986,  Status: Open,  Structure Length: 8.14m (26.71ft),  Average Daily Traffic: 27,000 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 35,944 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: CHASE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.770,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 10.0m (32.8ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 10.0m (32.8ft),  Out-to-Out Width: 11.0m (36.1ft)

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

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Structure Number: 57 1046L,  Location: 11-SD-125-19.40-ECJ (Lat: 32.797522,  Lng: -117.005592),  Route carried "on" structure: State highway 125,  Year Built: 2001,  Status: Open,  Structure Length: 3.50m (11.48ft),  Average Daily Traffic: 19,500 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 32,279 (year 2042),  Design Load: HS 20,  Features Intersected: CHATHAM STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.400,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 19.6m (64.3ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 34.0m (111.5ft),  Curb-To-Curb Width: 19.6m (64.3ft),  Out-to-Out Width: 20.6m (67.6ft)

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

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Structure Number: 57 1050R,  Location: 11-SD-125-19.84-ECJ (Lat: 32.802353,  Lng: -117.005222),  Route carried "on" structure: State highway 125,  Year Built: 2003,  Status: Open,  Structure Length: 4.72m (15.49ft),  Average Daily Traffic: 19,500 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 32,279 (year 2042),  Design Load: HS 20,  Features Intersected: NAVAJO ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.840,  Lanes on structure: 4,  Lanes under structure: 8,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 20.8m (68.2ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 47.2m (154.9ft),  Curb-To-Curb Width: 20.8m (68.2ft),  Out-to-Out Width: 21.8m (71.5ft)

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

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Structure Number: 57 1051,  Location: 11-SD-125-20.40-ECJ (Lat: 32.811844,  Lng: -117.004422),  Route carried "on" structure: City street ,  Year Built: 2003,  Status: Open,  Structure Length: 10.58m (34.71ft),  Average Daily Traffic: 800 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,229 (year 2042),  Design Load: HS 20,  Features Intersected: STATE ROUTE 125,  Facility Carried by Structure: GROSSMONT COLLEGE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 24.9m (81.7ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 57.0m (187.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 24.9m (81.7ft),  Out-to-Out Width: 27.7m (90.9ft)

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

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Structure Number: 57C0263,  Location: 0.25MI E/O OLD 395 (Lat: 33.323708,  Lng: -117.157483),  Route carried "on" structure: County highway ,  Year Built: 1978,  Status: Open,  Structure Length: 6.04m (19.82ft),  Average Daily Traffic: 3,898 (year 2016),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,560 (year 2038),  Design Load: HS 20,  Features Intersected: KEYS CREEK CHANNEL,  Facility Carried by Structure: DULIN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 11.0m (36.1ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2019,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57C0265,  Location: 0.15MI E/O MAGNOLIA AVE (Lat: 32.794828,  Lng: -116.959442),  Route carried "on" structure: City street ,  Year Built: 1959,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 13,300 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 27,350 (year 2042),  Features Intersected: WASHINGTON CHANNEL,  Facility Carried by Structure: MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 22.3m (73.2ft),  Skew: 33 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: 3.6m (11.8ft),  Right: 3.6m (11.8ft),  Curb-To-Curb Width: 23.9m (78.4ft),  Out-to-Out Width: 30.1m (98.8ft)

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

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Structure Number: 57C0279,  Location: 175FT S/O MAIN ST (Lat: 32.794083,  Lng: -116.957494),  Route carried "on" structure: City street ,  Year Built: 1969,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 14,700 (year 2016),  Truck Traffic: 2%,  Average Future Daily Traffic: 23,592 (year 2042),  Design Load: HS 20,  Features Intersected: WASHINGTON CHANNEL,  Facility Carried by Structure: AVOCADO AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.8m (65.0ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.2m (13.8ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 19.8m (65.0ft),  Out-to-Out Width: 26.7m (87.6ft)

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,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 57C0296,  Location: 0.13MI S/O PROSPECT AVE. (Lat: 32.829169,  Lng: -116.983947),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 19,500 (year 2016),  Truck Traffic: 2%,  Average Future Daily Traffic: 23,229 (year 2036),  Design Load: HS 20,  Features Intersected: FORESTER CREEK,  Facility Carried by Structure: CUYAMACA ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m,  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 57C0297,  Location: 830FT E/O MARSHAL AVE (Lat: 32.807600,  Lng: -116.972547),  Route carried "on" structure: City street ,  Year Built: 1967,  Year Reconstructed: 1975,  Status: Open,  Structure Length: 1.76m (5.77ft),  Average Daily Traffic: 21,000 (year 2016),  Truck Traffic: 2%,  Average Future Daily Traffic: 27,350 (year 2042),  Design Load: HS 20,  Features Intersected: FORESTER CREEK,  Facility Carried by Structure: FLETCHER PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 36.0m (118.1ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.1m (13.5ft)

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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2020