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

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Structure Number: 57 0501,  Location: 11-SD-015-R6.26-SD (Lat: 32.780508,  Lng: -117.112547),  Route carried "on" structure: Interstate 15,  Year Built: 1960,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 27.92m (91.60ft),  Average Daily Traffic: 244,000 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 299,733 (year 2041),  Design Load: HS 20,  Features Intersected: SAN DIEGO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.260,  Lanes on structure: 10,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 51.2m (168.0ft),  Skew: 31 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 18,  Number Of Approach Spans: 10,  Length of Maximum Span: 18.0m (59.1ft),  Curb-To-Curb Width: 51.2m (168.0ft),  Out-to-Out Width: 52.9m (173.6ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 69.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.8 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 27.92m (91.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57 0506F,  Location: 11-SD-078-R16.66-ESD (Lat: 33.127953,  Lng: -117.102689),  Route carried "on" structure: Ramp State highway 78,  Year Built: 1977,  Status: Open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 9,000 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 12,572 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: METCALF STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.660,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 43.6m (143.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 97.8 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57 0506L,  Location: 11-SD-078-R16.66-ESD (Lat: 33.127817,  Lng: -117.102606),  Route carried "on" structure: State highway 78,  Year Built: 1964,  Status: Open,  Structure Length: 4.48m (14.70ft),  Average Daily Traffic: 44,500 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 58,973 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: METCALF STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.660,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.1m (39.7ft)

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

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Structure Number: 57 0506R,  Location: 11-SD-078-R16.66-ESD (Lat: 33.127636,  Lng: -117.102508),  Route carried "on" structure: State highway 78,  Year Built: 1964,  Status: Open,  Structure Length: 4.48m (14.70ft),  Average Daily Traffic: 44,500 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 47,146 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: METCALF STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.660,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 12.1m (39.7ft)

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: 30.1 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: 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: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57 0507,  Location: 11-SD-078-R16.93-ESD (Lat: 33.129000,  Lng: -117.098508),  Route carried "on" structure: City street ,  Year Built: 1964,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 4.72m (15.49ft),  Average Daily Traffic: 9,830 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 12,573 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 78,  Facility Carried by Structure: ROCK SPRINGS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 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: 23.2m (76.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 48.3 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: 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57 0508L,  Location: 11-SD-078-R17.27-ESD (Lat: 33.130867,  Lng: -117.092767),  Route carried "on" structure: State highway 78,  Year Built: 1964,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 28,000 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 46,264 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CENTRE CITY PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.270,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 17.0m (55.8ft)

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: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57 0508R,  Location: 11-SD-078-R17.27-ESD (Lat: 33.130658,  Lng: -117.092658),  Route carried "on" structure: State highway 78,  Year Built: 1964,  Status: Open,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 28,000 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 46,264 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CENTRE CITY PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.270,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57 0508S,  Location: 11-SD-078-R17.27-ESD (Lat: 33.130531,  Lng: -117.092606),  Route carried "on" structure: Ramp State highway 78,  Year Built: 1964,  Status: Open,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 3,900 (year 2009),  Truck Traffic: 1%,  Average Future Daily Traffic: 7,858 (year 2038),  Design Load: HS 20,  Features Intersected: CENTRE CITY PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.270,  Lanes on structure: 1,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.8m (78.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.0m,  Curb-To-Curb Width: 6.8m (22.3ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 47.0 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: 36.0 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: 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: April 2019,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57 0579,  Location: 11-SD-078-R17.23-ESD (Lat: 33.130419,  Lng: -117.093728),  Route carried "on" structure: State highway 78,  Year Built: 1964,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 89,000 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 104,770 (year 2038),  Design Load: HS 20,  Features Intersected: REIDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.230,  Lanes on structure: 7,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 45.1m (148.0ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Excellent,  Culverts: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2019

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Structure Number: 57 0592L,  Location: 11-SD-078-R17.41-ESD (Lat: 33.131550,  Lng: -117.090464),  Route carried "on" structure: State highway 78,  Year Built: 1995,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 28,000 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 46,264 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: ESCONDIDO BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.410,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.6m (84.0ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.9m (42.3ft)

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: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57 0592R,  Location: 11-SD-078-R17.41-ESD (Lat: 33.131344,  Lng: -117.090378),  Route carried "on" structure: State highway 78,  Year Built: 1967,  Status: Open,  Structure Length: 4.69m (15.39ft),  Average Daily Traffic: 28,000 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 46,264 (year 2040),  Design Load: HS 20,  Features Intersected: ESCONDIDO BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.410,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 10.2m (33.5ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.6m (84.0ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57 0623,  Location: 11-SD-015-M26.97-ESD (Lat: 33.069264,  Lng: -117.069931),  Route carried "on" structure: City street S410,  Year Built: 1968,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 9.69m (31.79ft),  Average Daily Traffic: 45,380 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 51,620 (year 2040),  Design Load: HS 20,  Features Intersected: INTERSTATE 15 W/HOV,  Facility Carried by Structure: VIA RANCHO PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 15,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.0m (95.1ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 50.0m (164.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 28.7m (94.2ft),  Out-to-Out Width: 32.3m (106.0ft)

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

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Structure Number: 57 0801L,  Location: 11-SD-094-M10.25L (Lat: 32.753947,  Lng: -117.010836),  Route carried "on" structure: State highway 94,  Year Built: 1976,  Status: Open,  Structure Length: 34.59m (113.48ft),  Average Daily Traffic: 43,500 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 66,532 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: SR 125,CAMPO-N125,SPRING
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.250,  Lanes on structure: 3,  Lanes under structure: 15,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 4,  Length of Maximum Span: 65.2m (213.9ft),  Curb-To-Curb Width: 15.3m (50.2ft),  Out-to-Out Width: 16.4m (53.8ft)

Condition: Deck: Fair,  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: Meets minimum limits,  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: 57 0805L,  Location: 11-SD-015-M27.76 (Lat: 33.080514,  Lng: -117.072136),  Route carried "on" structure: Interstate 15,  Year Built: 1977,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 4.04m (13.25ft),  Average Daily Traffic: 110,000 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 164,844 (year 2042),  Design Load: HS 20,  Features Intersected: SO CENTRE CITY PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.760,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 27.3m (89.6ft),  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: 40.1m (131.6ft),  Curb-To-Curb Width: 27.8m (91.2ft),  Out-to-Out Width: 28.7m (94.2ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 44.1 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: 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: 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: November 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57 0805R,  Location: 11-SD-015-M27.76 (Lat: 33.080742,  Lng: -117.071861),  Route carried "on" structure: Interstate 15,  Year Built: 1977,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 4.56m (14.96ft),  Average Daily Traffic: 120,000 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 174,844 (year 2042),  Design Load: HS 20,  Features Intersected: SO CENTRE CITY PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.760,  Lanes on structure: 7,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 30.7m (100.7ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 45.3m (148.6ft),  Curb-To-Curb Width: 32.1m (105.3ft),  Out-to-Out Width: 33.0m (108.3ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 46.0 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: 32.1 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: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57 0806L,  Location: 11-SD-015-R28.77-ESD (Lat: 33.092197,  Lng: -117.082444),  Route carried "on" structure: Interstate 15,  Year Built: 1977,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 9.59m (31.46ft),  Average Daily Traffic: 99,500 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 174,844 (year 2042),  Design Load: HS 20,  Features Intersected: CITRACADO PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.770,  Lanes on structure: 6,  Lanes under structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 27.7m (90.9ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 47.8m (156.8ft),  Curb-To-Curb Width: 27.7m (90.9ft),  Out-to-Out Width: 28.5m (93.5ft)

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

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Structure Number: 57 0806R,  Location: 11-SD-015-R28.77-ESD (Lat: 33.092089,  Lng: -117.081808),  Route carried "on" structure: Interstate 15,  Year Built: 1977,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 9.59m (31.46ft),  Average Daily Traffic: 120,000 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 174,844 (year 2042),  Design Load: HS 20,  Features Intersected: CITRACADO PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.770,  Lanes on structure: 7,  Lanes under structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 32.8m (107.6ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 47.8m (156.8ft),  Curb-To-Curb Width: 32.8m (107.6ft),  Out-to-Out Width: 33.7m (110.6ft)

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

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Structure Number: 57 0807L,  Location: 11-SD-015-R28.89-ESD (Lat: 33.093528,  Lng: -117.083778),  Route carried "on" structure: Interstate 15,  Year Built: 1977,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 6.72m (22.05ft),  Average Daily Traffic: 110,000 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 154,844 (year 2042),  Design Load: HS 20,  Features Intersected: FELICITA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.890,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 27.7m (90.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.1m (108.6ft),  Curb-To-Curb Width: 27.7m (90.9ft),  Out-to-Out Width: 28.6m (93.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 51.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 33.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: November 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57 0807R,  Location: 11-SD-015-R28.89-ESD (Lat: 33.093958,  Lng: -117.083678),  Route carried "on" structure: Interstate 15,  Year Built: 1977,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 6.72m (22.05ft),  Average Daily Traffic: 145,000 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 174,844 (year 2042),  Design Load: HS 20,  Features Intersected: FELICITA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.890,  Lanes on structure: 8,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 36.9m (121.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.1m (108.6ft),  Curb-To-Curb Width: 36.9m (121.1ft),  Out-to-Out Width: 37.8m (124.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 78.1 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: Equal 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: 57 0808,  Location: 11-SD-015-R30.09-ESD (Lat: 33.108217,  Lng: -117.094489),  Route carried "on" structure: Interstate 15,  Year Built: 1977,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 6.00m (19.69ft),  Average Daily Traffic: 99,500 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 168,000 (year 2042),  Design Load: HS 20,  Features Intersected: NINTH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.090,  Lanes on structure: 14,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 61.1m (200.5ft),  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: 59.7m (195.9ft),  Curb-To-Curb Width: 61.1m (200.5ft),  Out-to-Out Width: 62.7m (205.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 60.6 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: 46.7 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57 0809L,  Location: 11-SD-015-R30.63-ESD (Lat: 33.115169,  Lng: -117.098883),  Route carried "on" structure: Interstate 15,  Year Built: 1977,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 6.41m (21.03ft),  Average Daily Traffic: 90,500 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 100,000 (year 2039),  Design Load: HS 20,  Features Intersected: VALLEY PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.630,  Lanes on structure: 8,  Lanes under structure: 7,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 37.7m (123.7ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.1m (108.6ft),  Curb-To-Curb Width: 37.7m (123.7ft),  Out-to-Out Width: 38.3m (125.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 66.1 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57 0809R,  Location: 11-SD-015-R30.63-ESD (Lat: 33.115369,  Lng: -117.098564),  Route carried "on" structure: Interstate 15,  Year Built: 1977,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 6.31m (20.70ft),  Average Daily Traffic: 90,500 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 100,000 (year 2042),  Design Load: HS 20,  Features Intersected: VALLEY PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.630,  Lanes on structure: 8,  Lanes under structure: 7,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 31.9m (104.7ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.7m (107.3ft),  Curb-To-Curb Width: 31.9m (104.7ft),  Out-to-Out Width: 32.9m (107.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 94.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57 0810L,  Location: 11-SD-015-R30.81-ESD (Lat: 33.117575,  Lng: -117.100236),  Route carried "on" structure: Interstate 15,  Year Built: 1977,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 5.80m (19.03ft),  Average Daily Traffic: 97,000 (year 2010),  Truck Traffic: 7%,  Average Future Daily Traffic: 168,000 (year 2039),  Design Load: HS 20,  Features Intersected: ESCONDIDO FLD CNTRL CHNL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.810,  Lanes on structure: 7,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 36.1m (118.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 58.0m (190.3ft),  Curb-To-Curb Width: 36.1m (118.4ft),  Out-to-Out Width: 37.1m (121.7ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 80.4 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57 0810R,  Location: 11-SD-015-R30.81-ESD (Lat: 33.117711,  Lng: -117.099692),  Route carried "on" structure: Interstate 15,  Year Built: 1977,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 97,000 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 168,000 (year 2042),  Design Load: HS 20,  Features Intersected: ESCONDIDO FLD CNTRL CHNL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.810,  Lanes on structure: 9,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 46.7m (153.2ft),  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: 57.9m (190.0ft),  Curb-To-Curb Width: 46.7m (153.2ft),  Out-to-Out Width: 47.7m (156.5ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 58.3 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: 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57 0811L,  Location: 11-SD-015-R30.97-ESD (Lat: 33.119628,  Lng: -117.101500),  Route carried "on" structure: Interstate 15,  Year Built: 1977,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 5.52m (18.11ft),  Average Daily Traffic: 97,000 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 168,000 (year 2041),  Design Load: HS 20,  Features Intersected: HALE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.970,  Lanes on structure: 7,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 35.2m (115.5ft),  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: 55.2m (181.1ft),  Curb-To-Curb Width: 35.2m (115.5ft),  Out-to-Out Width: 36.1m (118.4ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 85.2 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57 0811R,  Location: 11-SD-015-R30.97-ESD (Lat: 33.120153,  Lng: -117.101189),  Route carried "on" structure: Interstate 15,  Year Built: 1977,  Status: Open,  Structure Length: 5.47m (17.95ft),  Average Daily Traffic: 97,000 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 168,000 (year 2042),  Design Load: HS 20,  Features Intersected: HALE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.970,  Lanes on structure: 7,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 43.3m (142.1ft),  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: 54.7m (179.5ft),  Curb-To-Curb Width: 43.3m (142.1ft),  Out-to-Out Width: 44.2m (145.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 49.6 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: 34.0 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: 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: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57 0812L,  Location: 11-SD-015-R31.17-ESD (Lat: 33.122325,  Lng: -117.103067),  Route carried "on" structure: Interstate 15,  Year Built: 1977,  Status: Open,  Structure Length: 11.13m (36.52ft),  Average Daily Traffic: 99,500 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 168,000 (year 2041),  Design Load: HS 20,  Features Intersected: NCTD,BNSF RY,WASHINGTON
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.170,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 27.7m (90.9ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 39.3m (128.9ft),  Curb-To-Curb Width: 27.7m (90.9ft),  Out-to-Out Width: 28.8m (94.5ft)

Condition: Deck: Satisfactory,  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: 29.2 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 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57 0812R,  Location: 11-SD-015-R31.17-ESD (Lat: 33.122086,  Lng: -117.102428),  Route carried "on" structure: Interstate 15,  Year Built: 1977,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 10.94m (35.89ft),  Average Daily Traffic: 97,000 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 168,000 (year 2042),  Design Load: HS 20,  Features Intersected: NCTD,BNSF RY,WASHINGTON
Minimum Vertical Clearance: 5.64m (18.50ft),  Kilometerpoint: 31.170,  Lanes on structure: 7,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 32.3m (106.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 38.4m (126.0ft),  Curb-To-Curb Width: 32.3m (106.0ft),  Out-to-Out Width: 33.3m (109.3ft)

Condition: Deck: Fair,  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: Better than present minimum criteria,  Underclear: Meets minimum limits,  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 0813G,  Location: 11-SD-015-R31.32-ESD (Lat: 33.124492,  Lng: -117.103286),  Route carried "on" structure: Ramp Interstate 15,  Year Built: 1977,  Status: Open,  Structure Length: 6.52m (21.39ft),  Average Daily Traffic: 50,000 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 77,023 (year 2042),  Design Load: HS 20,  Features Intersected: MISSION AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.320,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.7m (90.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Good,  Operating Rating: 78.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.3 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57 0813L,  Location: 11-SD-015-R31.32-ESD (Lat: 33.124283,  Lng: -117.103997),  Route carried "on" structure: Interstate 15,  Year Built: 1977,  Status: Open,  Structure Length: 5.94m (19.49ft),  Average Daily Traffic: 97,000 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 168,000 (year 2039),  Design Load: HS 20,  Features Intersected: MISSION AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.320,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 20.2m (66.3ft),  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: 27.4m (89.9ft),  Curb-To-Curb Width: 20.2m (66.3ft),  Out-to-Out Width: 21.2m (69.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 85.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  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: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57 0813R,  Location: 11-SD-015-R31.32-ESD (Lat: 33.124389,  Lng: -117.103650),  Route carried "on" structure: Interstate 15,  Year Built: 1977,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 5.86m (19.23ft),  Average Daily Traffic: 97,000 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 168,000 (year 2042),  Design Load: HS 20,  Features Intersected: MISSION AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.320,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 24.1m (79.1ft),  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: 27.4m (89.9ft),  Curb-To-Curb Width: 24.1m (79.1ft),  Out-to-Out Width: 25.1m (82.3ft)

Condition: Deck: Satisfactory,  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: 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: 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: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57 0814L,  Location: 11-SD-015-R31.48-ESD (Lat: 33.126553,  Lng: -117.104767),  Route carried "on" structure: Interstate 15,  Year Built: 1977,  Status: Open,  Structure Length: 10.03m (32.91ft),  Average Daily Traffic: 64,000 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 98,000 (year 2039),  Design Load: HS 20,  Features Intersected: STATE ROUTE 78
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.480,  Lanes on structure: 5,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 24.1m (79.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 52.7m (172.9ft),  Curb-To-Curb Width: 24.1m (79.1ft),  Out-to-Out Width: 25.1m (82.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 65.4 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: 45.7 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: 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: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 57 0814R,  Location: 11-SD-015-R31.48-ESD (Lat: 33.126675,  Lng: -117.104389),  Route carried "on" structure: Interstate 15,  Year Built: 1977,  Status: Open,  Structure Length: 10.03m (32.91ft),  Average Daily Traffic: 97,000 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 168,000 (year 2042),  Design Load: HS 20,  Features Intersected: STATE ROUTE 78
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.480,  Lanes on structure: 5,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 24.8m (81.4ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 52.7m (172.9ft),  Curb-To-Curb Width: 24.8m (81.4ft),  Out-to-Out Width: 25.8m (84.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 64.5 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: 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: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57 0815G,  Location: 11-SD-015-R31.47-ESD (Lat: 33.125908,  Lng: -117.103925),  Route carried "on" structure: Ramp Interstate 15,  Year Built: 1977,  Status: Open,  Structure Length: 32.34m (106.10ft),  Average Daily Traffic: 41,000 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 51,349 (year 2039),  Design Load: HS 20,  Features Intersected: RTE 15, RTE 78, CONN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.470,  Lanes on structure: 2,  Lanes under structure: 14,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 57.6m (189.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 55.7 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: 43.1 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: 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: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 57 0816F,  Location: 11-SD-015-R31.56 (Lat: 33.127567,  Lng: -117.102261),  Route carried "on" structure: Ramp Interstate 15,  Year Built: 1977,  Status: Open,  Structure Length: 36.18m (118.70ft),  Average Daily Traffic: 4,900 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 8,000 (year 2039),  Design Load: HS 20,  Features Intersected: RTE 15, RTE 78,CONNS,ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.560,  Lanes on structure: 1,  Lanes under structure: 16,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 55.8m (183.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 39.9 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: 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: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 57 0817L,  Location: 11-SD-015-R31.99 (Lat: 33.133950,  Lng: -117.105192),  Route carried "on" structure: Interstate 15,  Year Built: 1977,  Status: Open,  Structure Length: 6.22m (20.41ft),  Average Daily Traffic: 62,500 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 99,500 (year 2041),  Design Load: HS 20,  Features Intersected: ROCK SPRINGS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.990,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 61.9m (203.1ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 21.2m (69.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 48.3 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: 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 57 0817R,  Location: 11-SD-015-R31.99 (Lat: 33.133678,  Lng: -117.104894),  Route carried "on" structure: Interstate 15,  Year Built: 1977,  Status: Open,  Structure Length: 6.22m (20.41ft),  Average Daily Traffic: 62,500 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 99,500 (year 2042),  Design Load: HS 20,  Features Intersected: ROCK SPRINGS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.990,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 61.9m (203.1ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 21.2m (69.6ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 50.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 39.2 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57 0818L,  Location: 11-SD-015-R32.86-ESD (Lat: 33.146517,  Lng: -117.104533),  Route carried "on" structure: Interstate 15,  Year Built: 1977,  Status: Open,  Structure Length: 5.30m (17.39ft),  Average Daily Traffic: 62,500 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 99,500 (year 2041),  Design Load: HS 20,  Features Intersected: EL NORTE PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.860,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  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: 52.4m (171.9ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 21.2m (69.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 47.0 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: 33.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 57 0818R,  Location: 11-SD-015-R32.86-ESD (Lat: 33.146431,  Lng: -117.104219),  Route carried "on" structure: Interstate 15,  Year Built: 1977,  Status: Open,  Structure Length: 5.30m (17.39ft),  Average Daily Traffic: 62,500 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 99,500 (year 2042),  Design Load: HS 20,  Features Intersected: EL NORTE PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.860,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  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: 52.4m (171.9ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 21.2m (69.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 47.0 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: 33.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57 0819L,  Location: 11-SD-015-R33.57-ESD (Lat: 33.156822,  Lng: -117.104228),  Route carried "on" structure: Interstate 15,  Year Built: 1977,  Status: Open,  Structure Length: 5.76m (18.90ft),  Average Daily Traffic: 62,500 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 99,500 (year 2041),  Design Load: HS 20,  Features Intersected: COUNTRY CLUB LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.570,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.8m (101.0ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 21.2m (69.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 36.6 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: 28.2 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place