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

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Structure Number: 1CA0484,  Location: ADJACENT TO GATE #9 (Lat: 32.674467,  Lng: -117.115550),  Route carried "on" structure: Other road ,  Year Built: 1969,  Status: Open,  Structure Length: 2.63m (8.63ft),  Average Daily Traffic: 4,000 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 4,400 (year 2037),  Design Load: HS 20,  Features Intersected: PALETA CREEK,  Facility Carried by Structure: CUMMINGS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: Navy/Marines,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 4.7m (15.4ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 74.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.63m (8.63ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $50,000,  Roadway Improvement Cost: $44,000,  Total Project Cost: $94,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 1CA3102,  Location: 3/4MI N OF RECREATION WAY (Lat: 32.678339,  Lng: -117.111539),  Route carried "on" structure: Other road ,  Year Built: 1997,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 100 (year 2015),  Truck Traffic: 2%,  Average Future Daily Traffic: 120 (year 2037),  Features Intersected: PALETA CREEK,  Facility Carried by Structure: FOURTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Navy/Marines,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 36.2 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.13m (3.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $6,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $9,000 ( Estimate for 2021)

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Structure Number: 1CA3103,  Location: 1/4MI N OF RECREATION WAY (Lat: 32.681767,  Lng: -117.112747),  Route carried "on" structure: Other road ,  Year Built: 1997,  Status: Open,  Structure Length: 1.24m (4.07ft),  Average Daily Traffic: 50 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 70 (year 2037),  Features Intersected: PALETA CREEK,  Facility Carried by Structure: DIVISION STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Navy/Marines,  Approaching Roadway Width: 4.9m (16.1ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.0m (13.1ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 36.2 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.24m (4.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $7,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $9,000 ( Estimate for 2021)

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Structure Number: 57 0251L,  Location: 11-SD-005-R10.04-NATC (Lat: 32.659869,  Lng: -117.108000),  Route carried "on" structure: Interstate 5,  Year Built: 1965,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 4.69m (15.39ft),  Average Daily Traffic: 77,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 117,466 (year 2040),  Design Load: HS 20,  Features Intersected: 24TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.040,  Lanes on structure: 5,  Lanes under structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 23.5m (77.1ft),  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: 25.6m (84.0ft),  Curb-To-Curb Width: 23.5m (77.1ft),  Out-to-Out Width: 24.4m (80.1ft)

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

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Structure Number: 57 0251R,  Location: 11-SD-005-R10.04-NATC (Lat: 32.659914,  Lng: -117.107642),  Route carried "on" structure: Interstate 5,  Year Built: 1965,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 77,000 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 117,466 (year 2040),  Design Load: HS 20,  Features Intersected: 24TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.040,  Lanes on structure: 5,  Lanes under structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 25.3m (83.0ft),  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: 26.2m (86.0ft),  Curb-To-Curb Width: 25.4m (83.3ft),  Out-to-Out Width: 26.2m (86.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2019,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57 0252L,  Location: 11-SD-005-R10.43-NATC (Lat: 32.665211,  Lng: -117.110178),  Route carried "on" structure: Interstate 5,  Year Built: 1965,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 82,000 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 117,466 (year 2040),  Design Load: H 20,  Features Intersected: 18TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.430,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 23.6m (77.4ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 23.6m (77.4ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 81.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.9 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2019,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57 0252R,  Location: 11-SD-005-R10.43-NATC (Lat: 32.665328,  Lng: -117.109808),  Route carried "on" structure: Interstate 5,  Year Built: 1951,  Year Reconstructed: 1965,  Status: Open,  Structure Length: 3.14m (10.30ft),  Average Daily Traffic: 82,000 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 117,466 (year 2040),  Design Load: H 20,  Features Intersected: 18TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.430,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 29.2m (95.8ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 29.2m (95.8ft),  Out-to-Out Width: 30.4m (99.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 77.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.7 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 48 months,  Inspection Date: June 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 57 046,  Location: 11-SD-005-R44.07-CBD (Lat: 33.084033,  Lng: -117.298458),  Route carried "on" structure: County highway S347,  Year Built: 1965,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 6.74m (22.11ft),  Average Daily Traffic: 30,151 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 37,403 (year 2040),  Design Load: HS 20,  Features Intersected: INTERSTATE 5,  Facility Carried by Structure: LA COSTA AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 28.7m (94.2ft),  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: 34.1m (111.9ft),  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: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 82.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.6 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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57 0464L,  Location: 11-SD-005-R10.39-NATC (Lat: 32.664600,  Lng: -117.109928),  Route carried "on" structure: Interstate 5,  Year Built: 1965,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 3.99m (13.09ft),  Average Daily Traffic: 82,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 117,466 (year 2040),  Design Load: H 20,  Features Intersected: 19TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.390,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 23.6m (77.4ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 23.6m (77.4ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 45.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57 0464R,  Location: 11-SD-005-R10.39-NATC (Lat: 32.664897,  Lng: -117.109650),  Route carried "on" structure: Interstate 5,  Year Built: 1965,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 3.57m (11.71ft),  Average Daily Traffic: 82,000 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 117,466 (year 2040),  Design Load: H 20,  Features Intersected: 19TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.390,  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: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 27.3m (89.6ft),  Out-to-Out Width: 28.1m (92.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 74.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.0 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: Meets minimum limits,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2019,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57 0467L,  Location: 11-SD-005-R10.68-NATC (Lat: 32.668506,  Lng: -117.111339),  Route carried "on" structure: Interstate 5,  Year Built: 1964,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 82,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 117,466 (year 2040),  Design Load: H 20,  Features Intersected: N5-HARBOR DR OFF-RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.680,  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: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.7m (58.1ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 20.9m (68.6ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.7 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: 34.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57 0467R,  Location: 11-SD-005-R10.68-NATC (Lat: 32.668225,  Lng: -117.110983),  Route carried "on" structure: Interstate 5,  Year Built: 1964,  Status: Open,  Structure Length: 4.82m (15.81ft),  Average Daily Traffic: 82,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 117,466 (year 2040),  Design Load: H 20,  Features Intersected: N5-HARBOR DR OFF-RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.680,  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: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.9m (62.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 53.5 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: 41.1 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: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57 0468K,  Location: 11-SD-005-R10.72-NATC (Lat: 32.668917,  Lng: -117.112289),  Route carried "on" structure: Ramp Interstate 5,  Year Built: 1964,  Status: Open,  Structure Length: 11.58m (37.99ft),  Average Daily Traffic: 5,600 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 8,655 (year 2040),  Design Load: H 20,  Features Intersected: I 5 ON&OFFRMP,CIVIC CENT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.720,  Lanes on structure: 1,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 33.5m (109.9ft),  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: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 82.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.6 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57 0468L,  Location: 11-SD-005-R10.75-NATC (Lat: 32.669514,  Lng: -117.111439),  Route carried "on" structure: Interstate 5,  Year Built: 1964,  Status: Open,  Structure Length: 17.10m (56.10ft),  Average Daily Traffic: 82,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 117,466 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: MTDB LRT, SDIV RR, CIVIC
Minimum Vertical Clearance: 5.50m (18.04ft),  Kilometerpoint: 10.750,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 24.0m (78.7ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 77.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.7 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: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57 0468R,  Location: 11-SD-005-R10.75-NATC (Lat: 32.669517,  Lng: -117.111181),  Route carried "on" structure: Interstate 5,  Year Built: 1964,  Status: Open,  Structure Length: 14.08m (46.19ft),  Average Daily Traffic: 82,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 117,466 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: MTDB LRT, SDIV RR, CIVIC
Minimum Vertical Clearance: 5.70m (18.70ft),  Kilometerpoint: 10.750,  Lanes on structure: 4,  Lanes under structure: 2,  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: 5,  Length of Maximum Span: 32.9m (107.9ft),  Curb-To-Curb Width: 20.2m (66.3ft),  Out-to-Out Width: 21.0m (68.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 77.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.7 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: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57 0468S,  Location: 11-SD-005-R10.75-NATC (Lat: 32.669522,  Lng: -117.111069),  Route carried "on" structure: Ramp Interstate 5,  Year Built: 1964,  Status: Open,  Structure Length: 17.22m (56.50ft),  Average Daily Traffic: 5,600 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,655 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: MTDB LRT, SDIV RR, CIVIC
Minimum Vertical Clearance: 5.90m (19.36ft),  Kilometerpoint: 10.750,  Lanes on structure: 1,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 37.2m (122.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.0m,  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: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57 0469,  Location: 11-SD-005-R11.13-NATC (Lat: 32.674886,  Lng: -117.109469),  Route carried "on" structure: Interstate 5,  Year Built: 1964,  Status: Open,  Structure Length: 6.16m (20.21ft),  Average Daily Traffic: 164,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 234,932 (year 2040),  Design Load: H 20,  Features Intersected: 8TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.130,  Lanes on structure: 9,  Lanes under structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 48.8m (160.1ft),  Skew: 13 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.7m (104.0ft),  Curb-To-Curb Width: 48.8m (160.1ft),  Out-to-Out Width: 50.0m (164.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 83.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.2 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,  Length Of Structure Improvement: 6.16m (20.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57 0483,  Location: 11-SD-005-R10.01-NATC (Lat: 32.659539,  Lng: -117.107319),  Route carried "on" structure: Interstate 5,  Year Built: 1965,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 154,000 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 234,932 (year 2040),  Features Intersected: PARADISE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.010,  Lanes on structure: 14,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 68.6m (225.1ft),  Skew: 29 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 68.6m (225.1ft),  Out-to-Out Width: 80.0m (262.5ft)

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,  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: June 2019

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Structure Number: 57 063,  Location: 11-SD-008-R34.33 (Lat: 32.838536,  Lng: -116.681169),  Route carried "on" structure: County highway ,  Year Built: 1969,  Status: Open,  Structure Length: 7.59m (24.90ft),  Average Daily Traffic: 500 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,077 (year 2044),  Design Load: HS 20,  Features Intersected: INTERSTATE 8,  Facility Carried by Structure: WILLOWS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  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: 41.1m (134.8ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 47.6 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: 36.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57 0639,  Location: 11-SD-805-9.04-NATC (Lat: 32.660908,  Lng: -117.076819),  Route carried "on" structure: Interstate 805,  Year Built: 1974,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 8.44m (27.69ft),  Average Daily Traffic: 215,000 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 308,000 (year 2038),  Design Load: HS 20,  Features Intersected: SWEETWATER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.040,  Lanes on structure: 10,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 8,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 35 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 47.9m (157.2ft),  Curb-To-Curb Width: 48.8m (160.1ft),  Out-to-Out Width: 50.0m (164.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 95.6 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57 0639K,  Location: 11-SD-805-9.06-NATC (Lat: 32.660981,  Lng: -117.077386),  Route carried "on" structure: Ramp Interstate 805,  Year Built: 1974,  Status: Open,  Structure Length: 7.50m (24.61ft),  Average Daily Traffic: 6,900 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 7,189 (year 2038),  Design Load: HS 20,  Features Intersected: SWEETWATER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.060,  Lanes on structure: 1,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 8,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 40.8m (133.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.7 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: 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: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57 0640F,  Location: 11-SD-805-9.07-NATC (Lat: 32.661136,  Lng: -117.077900),  Route carried "on" structure: Ramp Interstate 805,  Year Built: 1974,  Status: Open,  Structure Length: 20.42m (66.99ft),  Average Daily Traffic: 23,500 (year 2016),  Truck Traffic: 2%,  Average Future Daily Traffic: 26,107 (year 2038),  Design Load: HS 20,  Features Intersected: EUCLID AV, SWEETWATER RD
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 9.070,  Lanes on structure: 2,  Lanes under structure: 9,  Base Highway Network: Yes (Inventory Route: 8,  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: 6,  Number Of Approach Spans: 1,  Length of Maximum Span: 41.5m (136.2ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 12.9m (42.3ft)

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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57 0641,  Location: 11-SD-805-9.99-NATC (Lat: 32.673103,  Lng: -117.082569),  Route carried "on" structure: City street S199,  Year Built: 1974,  Status: Open,  Structure Length: 8.29m (27.20ft),  Average Daily Traffic: 15,700 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 18,485 (year 2038),  Design Load: HS 20,  Features Intersected: INTERSTATE 805,  Facility Carried by Structure: 18TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 45.4m (149.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 69.0 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: 42.4 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: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57 0642,  Location: 11-SD-805-10.11-NATC (Lat: 32.674808,  Lng: -117.083353),  Route carried "on" structure: City street S200,  Year Built: 1974,  Status: Open,  Structure Length: 9.33m (30.61ft),  Average Daily Traffic: 9,880 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 15,405 (year 2038),  Design Load: HS 20,  Features Intersected: INTERSTATE 805 & RAMPS,  Facility Carried by Structure: 16TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 13,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 49.4m (162.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 63.8 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: 42.4 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: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57 0643,  Location: 11-SD-805-10.28-NATC (Lat: 32.677219,  Lng: -117.084614),  Route carried "on" structure: Interstate 805,  Year Built: 1975,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 238,000 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 308,000 (year 2038),  Design Load: HS 20,  Features Intersected: PLAZA BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.280,  Lanes on structure: 12,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 8,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 51.8m (169.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 46.3m (151.9ft),  Curb-To-Curb Width: 51.2m (168.0ft),  Out-to-Out Width: 52.4m (171.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 54.8 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: 35.0 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: 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: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57 0644,  Location: 11-SD-805-10.61-NATC (Lat: 32.681497,  Lng: -117.086778),  Route carried "on" structure: Interstate 805,  Year Built: 1975,  Status: Open,  Structure Length: 3.72m (12.20ft),  Average Daily Traffic: 243,000 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 308,000 (year 2038),  Design Load: HS 20,  Features Intersected: 8TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.610,  Lanes on structure: 13,  Lanes under structure: 3,  Base Highway Network: Yes (Inventory Route: 8,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 55.5m (182.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 37.2m (122.0ft),  Curb-To-Curb Width: 54.7m (179.5ft),  Out-to-Out Width: 56.1m (184.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 43.7 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: 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: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57 0645,  Location: 11-SD-805-10.88-NATC (Lat: 32.684608,  Lng: -117.089300),  Route carried "on" structure: City street S203,  Year Built: 1975,  Status: Open,  Structure Length: 9.44m (30.97ft),  Average Daily Traffic: 8,950 (year 2016),  Truck Traffic: 3%,  Average Future Daily Traffic: 10,270 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 805,  Facility Carried by Structure: 4TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 14,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 46.9m (153.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 23.2m (76.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 57.0 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: 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: High priority of corrective action,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57 0646,  Location: 11-SD-805-11.14-NATC (Lat: 32.687419,  Lng: -117.092794),  Route carried "on" structure: Interstate 805,  Year Built: 1975,  Status: Open,  Structure Length: 4.91m (16.11ft),  Average Daily Traffic: 243,000 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 308,000 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: DIVISION STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.140,  Lanes on structure: 11,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 8,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 50.3m (165.0ft),  Skew: 32 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 49.1m (161.1ft),  Curb-To-Curb Width: 50.2m (164.7ft),  Out-to-Out Width: 51.4m (168.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 48.9 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: 30.8 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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57 0646S,  Location: 11-SD-805-11.14-NATC (Lat: 32.687628,  Lng: -117.092122),  Route carried "on" structure: Ramp Interstate 805,  Year Built: 1975,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 5,600 (year 2016),  Truck Traffic: 2%,  Average Future Daily Traffic: 7,189 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: DIVISION STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.140,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 8,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 46.7 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: 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57 0742L,  Location: 11-SD-015-R0.21L-SD (Lat: 32.695831,  Lng: -117.121106),  Route carried "on" structure: State highway 15,  Year Built: 1978,  Status: Open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 55,000 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 68,500 (year 2041),  Design Load: HS 20,  Features Intersected: NATIONAL AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.210,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 43.3m (142.1ft),  Curb-To-Curb Width: 15.4m (50.5ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Fair,  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: 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: Equal to present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57 0745G,  Location: 11-SD-054-1.81 (Lat: 32.657925,  Lng: -117.076250),  Route carried "on" structure: Ramp State highway 54,  Year Built: 1974,  Status: Open,  Structure Length: 39.78m (130.51ft),  Average Daily Traffic: 11,500 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 12,614 (year 2040),  Design Load: HS 20,  Features Intersected: RTES 805 & 54,SWEETWATER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.810,  Lanes on structure: 2,  Lanes under structure: 20,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 8,  Length of Maximum Span: 60.4m (198.2ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 64.8 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: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 57 0746,  Location: 11-SD-805-8.83 (Lat: 32.658314,  Lng: -117.074464),  Route carried "on" structure: Interstate 805,  Year Built: 1974,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 8.75m (28.71ft),  Average Daily Traffic: 237,000 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 309,000 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 54
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.830,  Lanes on structure: 11,  Lanes under structure: 8,  Base Highway Network: Yes (Inventory Route: 8,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 27.4m (89.9ft),  Skew: 33 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 46.3m (151.9ft),  Curb-To-Curb Width: 54.8m (179.8ft),  Out-to-Out Width: 56.0m (183.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 52.5 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: 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: Somewhat better than minimum adequacy,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57 0746F,  Location: 11-SD-805-8.84 (Lat: 32.658278,  Lng: -117.075378),  Route carried "on" structure: Ramp Interstate 805,  Year Built: 1974,  Status: Open,  Structure Length: 8.93m (29.30ft),  Average Daily Traffic: 11,500 (year 2016),  Truck Traffic: 2%,  Average Future Daily Traffic: 13,865 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 54
Minimum Vertical Clearance: 5.64m (18.50ft),  Kilometerpoint: 8.840,  Lanes on structure: 1,  Lanes under structure: 7,  Base Highway Network: Yes (Inventory Route: 8,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 45.1m (148.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Fair,  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: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57 0746G,  Location: 11-SD-805-8.82 (Lat: 32.658383,  Lng: -117.073992),  Route carried "on" structure: Ramp Interstate 805,  Year Built: 1974,  Status: Open,  Structure Length: 8.17m (26.80ft),  Average Daily Traffic: 18,000 (year 2016),  Truck Traffic: 2%,  Average Future Daily Traffic: 25,674 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 54
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.820,  Lanes on structure: 1,  Lanes under structure: 8,  Base Highway Network: Yes (Inventory Route: 8,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 43.9m (144.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

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

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Structure Number: 57 0748,  Location: 11-SD-054-2.27-NATC (Lat: 32.660531,  Lng: -117.069419),  Route carried "on" structure: City street S198,  Year Built: 1974,  Status: Open,  Structure Length: 14.30m (46.92ft),  Average Daily Traffic: 18,000 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 25,589 (year 2040),  Design Load: HS 20,  Features Intersected: ROUTE 54,  Facility Carried by Structure: SWEETWATER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 55.8m (183.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 21.6m (70.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 72.6 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: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 57 0749K,  Location: 11-SD-805-8.96 (Lat: 32.659617,  Lng: -117.076706),  Route carried "on" structure: Ramp Interstate 805,  Year Built: 1974,  Status: Open,  Structure Length: 10.67m (35.01ft),  Average Daily Traffic: 5,600 (year 2016),  Truck Traffic: 2%,  Average Future Daily Traffic: 7,857 (year 2040),  Design Load: HS 20,  Features Intersected: S805 - E & W 54 CONNS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.960,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 8,  Subroute: 1),  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: 4,  Length of Maximum Span: 30.5m (100.1ft),  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: 53.1 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: 41.1 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: Better than present minimum criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57 0751,  Location: 11-SD-805-9.48-NATC (Lat: 32.666169,  Lng: -117.079944),  Route carried "on" structure: City street ,  Year Built: 1974,  Status: Open,  Structure Length: 9.17m (30.09ft),  Average Daily Traffic: 3,500 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,161 (year 2038),  Design Load: HS 20,  Features Intersected: INTERSTATE 805,  Facility Carried by Structure: PROSPECT AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 13,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 52.1m (170.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 66.4 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: 42.1 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57 0754F,  Location: 11-SD-054-1.84 (Lat: 32.660792,  Lng: -117.075419),  Route carried "on" structure: Ramp State highway 54,  Year Built: 1974,  Status: Open,  Structure Length: 11.06m (36.29ft),  Average Daily Traffic: 12,500 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 14,792 (year 2040),  Design Load: HS 20,  Features Intersected: SWEETWATER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.840,  Lanes on structure: 1,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 61.9m (203.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  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: 36.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: 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: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 57 0764,  Location: 11-SD-054-0.39R-NATC (Lat: 32.653622,  Lng: -117.098389),  Route carried "on" structure: City street ,  Year Built: 1988,  Status: Open,  Structure Length: 24.14m (79.20ft),  Average Daily Traffic: 26,300 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 31,641 (year 2037),  Design Load: HS 20,  Features Intersected: SR 54 & SWEETWATER RIVER,  Facility Carried by Structure: NATIONAL CITY BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 35.7m (117.1ft),  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: 19.5m (64.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2020,  Underwater Inspection Date: August 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 57 0765,  Location: 11-SD-054-0.89L-NATC (Lat: 32.656267,  Lng: -117.090347),  Route carried "on" structure: City street ,  Year Built: 1989,  Status: Open,  Structure Length: 20.88m (68.50ft),  Average Daily Traffic: 25,200 (year 2010),  Truck Traffic: 4%,  Average Future Daily Traffic: 31,641 (year 2037),  Design Load: HS 20,  Features Intersected: ROUTE 54 & SWEETWATER RI,  Facility Carried by Structure: HIGHLAND AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 36.6m (120.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 26.8m (87.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Excellent,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete