Bridge Statistics for Santa Ana, California (CA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 152Number of bridges
- 2,887ft / 880mTotal length
- $4,042,000Total costs
- 11,456,315Total average daily traffic
- 470,202Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Santa Ana
- No street view available for this location
- New bridges - historical statistics
- 11910-1919
- 11930-1939
- 11940-1949
- 11950-1959
- 341960-1969
- 81970-1979
- 71980-1989
- 841990-1999
- 142000-2009
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 11960-1969
- 41970-1979
- 11980-1989
- 31990-1999
- 42000-2009
- 22010-2019
- Bridge Condition - Deck
- 67.9%Good
- 1.9%Satisfactory
- 28.3%Fair
- 1.9%Poor
- Bridge Condition - Superstructure
- 1.9%Very good
- 81.1%Good
- 1.9%Satisfactory
- 15.1%Fair
- Bridge Condition - Substructure
- 73.6%Good
- 24.5%Fair
- 1.9%Serious
- Bridge Condition - Channel
- 11.8%Excellent
- 82.4%Very good
- 2.9%Good
- 2.9%Fair
- Bridge Condition - Culverts
- 61.1%Good
- 38.9%Satisfactory
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Structure Number: 55 0343, Location: 12-ORA-022-R10.01-SA (Lat: 33.778650, Lng: -117.884372), Route carried "on" structure: State highway 22, Year Built: 1963, Year Reconstructed: 2007, Status: Open, Structure Length: 7.04m (23.10ft), Average Daily Traffic: 265,000 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 285,575 (year 2038), Design Load: HS 20+Mod, Features Intersected: BRISTOL STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.010, Lanes on structure: 11, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 64.2m (210.6ft), Skew: 33 degrees, 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: 64.2m (210.6ft), Out-to-Out Width: 65.2m (213.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 55 0343, Location: 12-ORA-022-R10.01-SA (Lat: 33.778650, Lng: -117.884372), Route carried "on" structure: State highway 22, Year Built: 1963, Year Reconstructed: 2007, Status: Open, Structure Length: 7.04m (23.10ft), Average Daily Traffic: 265,000 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 285,575 (year 2038), Design Load: HS 20+Mod, Features Intersected: BRISTOL STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.010, Lanes on structure: 11, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 64.2m (210.6ft), Skew: 33 degrees, 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: 64.2m (210.6ft), Out-to-Out Width: 65.2m (213.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 55 0344H, Location: 12-ORA-005-34.38-SA (Lat: 33.779714, Lng: -117.883431), Route carried "on" structure: Ramp Interstate 5, Year Built: 1963, Year Reconstructed: 1995, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 54,323 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 59,552 (year 2041), Design Load: HS 20+Mod, Features Intersected: S57-BRISTOL ST OFF-RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.380, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.3m (53.5ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 16.3m (53.5ft), Out-to-Out Width: 17.3m (56.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Operating Rating: 36.0 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: 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: 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: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 55 0344H, Location: 12-ORA-005-34.38-SA (Lat: 33.779714, Lng: -117.883431), Route carried "on" structure: Ramp Interstate 5, Year Built: 1963, Year Reconstructed: 1995, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 54,323 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 59,552 (year 2041), Design Load: HS 20+Mod, Features Intersected: S57-BRISTOL ST OFF-RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.380, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.3m (53.5ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 16.3m (53.5ft), Out-to-Out Width: 17.3m (56.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Operating Rating: 36.0 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: 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: 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: November 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 55 0357, Location: 12-ORA-022-R10.87-SA (Lat: 33.778528, Lng: -117.869583), Route carried "on" structure: City street , Year Built: 1963, Status: Open, Structure Length: 5.61m (18.41ft), Average Daily Traffic: 3,000 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 3,469 (year 2038), Design Load: HS 20, Features Intersected: STATE ROUTE 22, Facility Carried by Structure: BEDFORD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 27.7m (90.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 34.0 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: 26.2 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: 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 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 55 0357, Location: 12-ORA-022-R10.87-SA (Lat: 33.778528, Lng: -117.869583), Route carried "on" structure: City street , Year Built: 1963, Status: Open, Structure Length: 5.61m (18.41ft), Average Daily Traffic: 3,000 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 3,469 (year 2038), Design Load: HS 20, Features Intersected: STATE ROUTE 22, Facility Carried by Structure: BEDFORD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 27.7m (90.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 34.0 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: 26.2 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: 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 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 55 0383, Location: 12-ORA-022-R12.36-SA (Lat: 33.776369, Lng: -117.844561), Route carried "on" structure: City street M135, Year Built: 1967, Status: Open, Structure Length: 5.97m (19.59ft), Average Daily Traffic: 5,500 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 5,782 (year 2038), Design Load: HS 20, Features Intersected: STATE ROUTE 22, Facility Carried by Structure: CAMBRIDGE STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 18.8m (61.7ft), 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: 29.6m (97.1ft), 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: Good, Superstructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 55 0383, Location: 12-ORA-022-R12.36-SA (Lat: 33.776369, Lng: -117.844561), Route carried "on" structure: City street M135, Year Built: 1967, Status: Open, Structure Length: 5.97m (19.59ft), Average Daily Traffic: 5,500 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 5,782 (year 2038), Design Load: HS 20, Features Intersected: STATE ROUTE 22, Facility Carried by Structure: CAMBRIDGE STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 18.8m (61.7ft), 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: 29.6m (97.1ft), 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: Good, Superstructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 55 0394, Location: 12-ORA-055-R8.50-SA (Lat: 33.715572, Lng: -117.845328), Route carried "on" structure: City street M019, Year Built: 1988, Status: Open, Structure Length: 8.11m (26.61ft), Average Daily Traffic: 15,000 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 17,345 (year 2038), Design Load: HS 20+Mod, Features Intersected: STATE ROUTE 55, Facility Carried by Structure: WARNER AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 11, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 32 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 40.2m (131.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 29.3m (96.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: March 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 55 0394, Location: 12-ORA-055-R8.50-SA (Lat: 33.715572, Lng: -117.845328), Route carried "on" structure: City street M019, Year Built: 1988, Status: Open, Structure Length: 8.11m (26.61ft), Average Daily Traffic: 15,000 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 17,345 (year 2038), Design Load: HS 20+Mod, Features Intersected: STATE ROUTE 55, Facility Carried by Structure: WARNER AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 11, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 32 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 40.2m (131.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 29.3m (96.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: March 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 55 0401, Location: 12-ORA-057-12.54-ANA (Lat: 33.805817, Lng: -117.879933), Route carried "on" structure: State highway 57, Year Built: 1974, Year Reconstructed: 2015, Status: Open, Structure Length: 6.04m (19.82ft), Average Daily Traffic: 229,000 (year 2010), Truck Traffic: 8%, Average Future Daily Traffic: 265,000 (year 2040), Design Load: HS 20, Features Intersected: KATELLA AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.540, Lanes on structure: 13, Lanes under structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 54.7m (179.5ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.9m (98.1ft), Curb-To-Curb Width: 54.7m (179.5ft), Out-to-Out Width: 56.2m (184.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 72.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 55 0401, Location: 12-ORA-057-12.54-ANA (Lat: 33.805817, Lng: -117.879933), Route carried "on" structure: State highway 57, Year Built: 1974, Year Reconstructed: 2015, Status: Open, Structure Length: 6.04m (19.82ft), Average Daily Traffic: 229,000 (year 2010), Truck Traffic: 8%, Average Future Daily Traffic: 265,000 (year 2040), Design Load: HS 20, Features Intersected: KATELLA AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.540, Lanes on structure: 13, Lanes under structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 54.7m (179.5ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.9m (98.1ft), Curb-To-Curb Width: 54.7m (179.5ft), Out-to-Out Width: 56.2m (184.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 72.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 55 0409, Location: 12-ORA-055-R7.87-SA (Lat: 33.708311, Lng: -117.851661), Route carried "on" structure: State highway 55, Year Built: 1966, Year Reconstructed: 2013, Status: Open, Structure Length: 6.80m (22.31ft), Average Daily Traffic: 222,000 (year 2009), Truck Traffic: 2%, Average Future Daily Traffic: 259,000 (year 2038), Design Load: HS 20+Mod, Features Intersected: DYER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.870, Lanes on structure: 12, Lanes under structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 54.2m (177.8ft), Skew: 33 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.2m (86.0ft), Curb-To-Curb Width: 54.2m (177.8ft), Out-to-Out Width: 55.8m (183.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 69.3 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2018, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 55 0409, Location: 12-ORA-055-R7.87-SA (Lat: 33.708311, Lng: -117.851661), Route carried "on" structure: State highway 55, Year Built: 1966, Year Reconstructed: 2013, Status: Open, Structure Length: 6.80m (22.31ft), Average Daily Traffic: 222,000 (year 2009), Truck Traffic: 2%, Average Future Daily Traffic: 259,000 (year 2038), Design Load: HS 20+Mod, Features Intersected: DYER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.870, Lanes on structure: 12, Lanes under structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 54.2m (177.8ft), Skew: 33 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.2m (86.0ft), Curb-To-Curb Width: 54.2m (177.8ft), Out-to-Out Width: 55.8m (183.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 69.3 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2018, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 55 0416, Location: 12-ORA-055-R6.39-SA (Lat: 33.691461, Lng: -117.867717), Route carried "on" structure: State highway 55, Year Built: 1966, Year Reconstructed: 1970, Status: Open, Structure Length: 5.43m (17.81ft), Average Daily Traffic: 222,000 (year 2011), Truck Traffic: 2%, Average Future Daily Traffic: 275,904 (year 2044), Design Load: HS 20+Mod, Features Intersected: MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.390, Lanes on structure: 12, Lanes under structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 51.2m (168.0ft), Skew: 32 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.2m (99.1ft), Curb-To-Curb Width: 51.2m (168.0ft), Out-to-Out Width: 84.6m (277.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: 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: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 55 0416, Location: 12-ORA-055-R6.39-SA (Lat: 33.691461, Lng: -117.867717), Route carried "on" structure: State highway 55, Year Built: 1966, Year Reconstructed: 1970, Status: Open, Structure Length: 5.43m (17.81ft), Average Daily Traffic: 222,000 (year 2011), Truck Traffic: 2%, Average Future Daily Traffic: 275,904 (year 2044), Design Load: HS 20+Mod, Features Intersected: MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.390, Lanes on structure: 12, Lanes under structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 51.2m (168.0ft), Skew: 32 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.2m (99.1ft), Curb-To-Curb Width: 51.2m (168.0ft), Out-to-Out Width: 84.6m (277.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: 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: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 55 0495S, Location: 12-ORA-055-R7.04-SA (Lat: 33.698625, Lng: -117.860300), Route carried "on" structure: Ramp State highway 55, Year Built: 1966, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 18,200 (year 2009), Truck Traffic: 3%, Average Future Daily Traffic: 22,568 (year 2044), Features Intersected: MACAR STORM CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.040, Lanes on structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.2m (17.1ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2022
Structure Number: 55 0495S, Location: 12-ORA-055-R7.04-SA (Lat: 33.698625, Lng: -117.860300), Route carried "on" structure: Ramp State highway 55, Year Built: 1966, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 18,200 (year 2009), Truck Traffic: 3%, Average Future Daily Traffic: 22,568 (year 2044), Features Intersected: MACAR STORM CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.040, Lanes on structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.2m (17.1ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2022
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Structure Number: 55 0496, Location: 12-ORA-055-R7.06-SA (Lat: 33.699067, Lng: -117.860617), Route carried "on" structure: State highway 55, Year Built: 1966, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 222,000 (year 2011), Truck Traffic: 2%, Average Future Daily Traffic: 339,821 (year 2044), Features Intersected: MACARTHUR STORM CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.060, Lanes on structure: 10, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 40.2m (131.9ft), Skew: 23 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
Structure Number: 55 0496, Location: 12-ORA-055-R7.06-SA (Lat: 33.699067, Lng: -117.860617), Route carried "on" structure: State highway 55, Year Built: 1966, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 222,000 (year 2011), Truck Traffic: 2%, Average Future Daily Traffic: 339,821 (year 2044), Features Intersected: MACARTHUR STORM CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.060, Lanes on structure: 10, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 40.2m (131.9ft), Skew: 23 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
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Structure Number: 55 0497K, Location: 12-ORA-055-R7.14-SA (Lat: 33.700286, Lng: -117.860611), Route carried "on" structure: Ramp State highway 55, Year Built: 1966, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 19,200 (year 2009), Truck Traffic: 3%, Average Future Daily Traffic: 23,807 (year 2044), Features Intersected: MACARTHUR STRM CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.140, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2022
Structure Number: 55 0497K, Location: 12-ORA-055-R7.14-SA (Lat: 33.700286, Lng: -117.860611), Route carried "on" structure: Ramp State highway 55, Year Built: 1966, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 19,200 (year 2009), Truck Traffic: 3%, Average Future Daily Traffic: 23,807 (year 2044), Features Intersected: MACARTHUR STRM CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.140, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2022
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Structure Number: 55 0498K, Location: 12-ORA-055-R7.67-SA (Lat: 33.706356, Lng: -117.854411), Route carried "on" structure: Ramp State highway 55, Year Built: 1966, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 12,700 (year 2009), Truck Traffic: 3%, Average Future Daily Traffic: 15,748 (year 2044), Features Intersected: DYER ROAD STORM CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.670, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.4m (21.0ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.25m (4.10ft), Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2022
Structure Number: 55 0498K, Location: 12-ORA-055-R7.67-SA (Lat: 33.706356, Lng: -117.854411), Route carried "on" structure: Ramp State highway 55, Year Built: 1966, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 12,700 (year 2009), Truck Traffic: 3%, Average Future Daily Traffic: 15,748 (year 2044), Features Intersected: DYER ROAD STORM CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.670, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.4m (21.0ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.25m (4.10ft), Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2022
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Structure Number: 55 0499K, Location: 12-ORA-055-R7.75-SA (Lat: 33.707275, Lng: -117.853758), Route carried "on" structure: Ramp State highway 55, Year Built: 1966, Year Reconstructed: 1988, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 7,600 (year 2009), Truck Traffic: 3%, Average Future Daily Traffic: 9,425 (year 2044), Features Intersected: DYER ROAD STORM CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.750, Lanes on structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2022
Structure Number: 55 0499K, Location: 12-ORA-055-R7.75-SA (Lat: 33.707275, Lng: -117.853758), Route carried "on" structure: Ramp State highway 55, Year Built: 1966, Year Reconstructed: 1988, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 7,600 (year 2009), Truck Traffic: 3%, Average Future Daily Traffic: 9,425 (year 2044), Features Intersected: DYER ROAD STORM CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.750, Lanes on structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2022
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Structure Number: 55 0610L, Location: 12-ORA-005-4.08-SCLE (Lat: 33.444911, Lng: -117.631422), Route carried "on" structure: City street , Year Built: 1981, Status: Open, Structure Length: 6.95m (22.80ft), Average Daily Traffic: 18,000 (year 2013), Truck Traffic: 3%, Average Future Daily Traffic: 20,943 (year 2043), Design Load: HS 20, Features Intersected: INTERSTATE 5, Facility Carried by Structure: AVENIDA VISTA HERM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 10, 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, Length of Maximum Span: 34.7m (113.8ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 55 0610L, Location: 12-ORA-005-4.08-SCLE (Lat: 33.444911, Lng: -117.631422), Route carried "on" structure: City street , Year Built: 1981, Status: Open, Structure Length: 6.95m (22.80ft), Average Daily Traffic: 18,000 (year 2013), Truck Traffic: 3%, Average Future Daily Traffic: 20,943 (year 2043), Design Load: HS 20, Features Intersected: INTERSTATE 5, Facility Carried by Structure: AVENIDA VISTA HERM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 10, 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, Length of Maximum Span: 34.7m (113.8ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 55 0615, Location: 12-ORA-005-33.31-SA (Lat: 33.768917, Lng: -117.869375), Route carried "on" structure: City street , Year Built: 1985, Status: Open, Structure Length: 36.24m (118.90ft), Average Daily Traffic: 30,000 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 31,123 (year 2038), Design Load: HS 20+Mod, Features Intersected: INTERSTATE 5, Facility Carried by Structure: BROADWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 21, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 25 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 8, Length of Maximum Span: 54.9m (180.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 21.3m (69.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Waterway Adequacy: Better than 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
Structure Number: 55 0615, Location: 12-ORA-005-33.31-SA (Lat: 33.768917, Lng: -117.869375), Route carried "on" structure: City street , Year Built: 1985, Status: Open, Structure Length: 36.24m (118.90ft), Average Daily Traffic: 30,000 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 31,123 (year 2038), Design Load: HS 20+Mod, Features Intersected: INTERSTATE 5, Facility Carried by Structure: BROADWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 21, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 25 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 8, Length of Maximum Span: 54.9m (180.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 21.3m (69.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Waterway Adequacy: Better than 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: 55 0641, Location: 12-ORA-055-R10.06-TUS (Lat: 33.733742, Lng: -117.834217), Route carried "on" structure: City street M033, Year Built: 1988, Status: Open, Structure Length: 7.65m (25.10ft), Average Daily Traffic: 12,000 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 26,160 (year 2037), Design Load: HS 20+Mod, Features Intersected: STATE ROUTE 55, Facility Carried by Structure: MCFADDEN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 14, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 30 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 37.8m (124.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 22.0m (72.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: March 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 55 0641, Location: 12-ORA-055-R10.06-TUS (Lat: 33.733742, Lng: -117.834217), Route carried "on" structure: City street M033, Year Built: 1988, Status: Open, Structure Length: 7.65m (25.10ft), Average Daily Traffic: 12,000 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 26,160 (year 2037), Design Load: HS 20+Mod, Features Intersected: STATE ROUTE 55, Facility Carried by Structure: MCFADDEN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 14, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 30 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 37.8m (124.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 22.0m (72.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: March 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 55 0646, Location: 12-ORA-005-30.90-SA (Lat: 33.745478, Lng: -117.842744), Route carried "on" structure: City street M018, Year Built: 1995, Status: Open, Structure Length: 8.50m (27.89ft), Average Daily Traffic: 37,000 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 39,676 (year 2043), Design Load: HS 20+Mod, Features Intersected: INTERSTATE 5, Facility Carried by Structure: 1ST ST
Minimum Vertical Clearance: 5.87m (19.26ft), Kilometerpoint: 0.000, Lanes on structure: 8, Lanes under structure: 14, Owner: State Highway Agency, Approaching Roadway Width: 27.4m (89.9ft), 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 or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 27.4m (89.9ft), Out-to-Out Width: 31.1m (102.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, 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
Structure Number: 55 0646, Location: 12-ORA-005-30.90-SA (Lat: 33.745478, Lng: -117.842744), Route carried "on" structure: City street M018, Year Built: 1995, Status: Open, Structure Length: 8.50m (27.89ft), Average Daily Traffic: 37,000 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 39,676 (year 2043), Design Load: HS 20+Mod, Features Intersected: INTERSTATE 5, Facility Carried by Structure: 1ST ST
Minimum Vertical Clearance: 5.87m (19.26ft), Kilometerpoint: 0.000, Lanes on structure: 8, Lanes under structure: 14, Owner: State Highway Agency, Approaching Roadway Width: 27.4m (89.9ft), 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 or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 27.4m (89.9ft), Out-to-Out Width: 31.1m (102.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, 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: 55 0648K, Location: 12-ORA-055-10.90-SA (Lat: 33.747228, Lng: -117.832881), Route carried "on" structure: Ramp State highway 55, Year Built: 1992, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 8,351 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 18,205 (year 2037), Design Load: HS 20+Mod, Features Intersected: S55-N&S5 CONNECTORS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.900, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 9 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 37.8m (124.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.8m (35.4ft)
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: 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
Structure Number: 55 0648K, Location: 12-ORA-055-10.90-SA (Lat: 33.747228, Lng: -117.832881), Route carried "on" structure: Ramp State highway 55, Year Built: 1992, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 8,351 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 18,205 (year 2037), Design Load: HS 20+Mod, Features Intersected: S55-N&S5 CONNECTORS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.900, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 9 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 37.8m (124.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.8m (35.4ft)
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: 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: 55 0649, Location: 12-ORA-005-31.09-SA (Lat: 33.747978, Lng: -117.843592), Route carried "on" structure: City street M022, Year Built: 1995, Status: Open, Structure Length: 6.89m (22.60ft), Average Daily Traffic: 28,000 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 30,309 (year 2043), Design Load: HS 20+Mod, Features Intersected: INTERSTATE 5, Facility Carried by Structure: 4TH ST
Minimum Vertical Clearance: 6.53m (21.42ft), Kilometerpoint: 0.000, Lanes on structure: 7, Lanes under structure: 12, Owner: State Highway Agency, Approaching Roadway Width: 27.4m (89.9ft), Skew: 21 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 37.2m (122.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 27.4m (89.9ft), Out-to-Out Width: 31.1m (102.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 55 0649, Location: 12-ORA-005-31.09-SA (Lat: 33.747978, Lng: -117.843592), Route carried "on" structure: City street M022, Year Built: 1995, Status: Open, Structure Length: 6.89m (22.60ft), Average Daily Traffic: 28,000 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 30,309 (year 2043), Design Load: HS 20+Mod, Features Intersected: INTERSTATE 5, Facility Carried by Structure: 4TH ST
Minimum Vertical Clearance: 6.53m (21.42ft), Kilometerpoint: 0.000, Lanes on structure: 7, Lanes under structure: 12, Owner: State Highway Agency, Approaching Roadway Width: 27.4m (89.9ft), Skew: 21 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 37.2m (122.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 27.4m (89.9ft), Out-to-Out Width: 31.1m (102.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: November 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 55 0661S, Location: 12-ORA-005-31.08-SA (Lat: 33.747753, Lng: -117.843483), Route carried "on" structure: Ramp Interstate 5, Year Built: 1996, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 10,022 (year 2014), Truck Traffic: 3%, Average Future Daily Traffic: 10,608 (year 2043), Design Load: HS 20+Mod, Features Intersected: INTERSTATE 5
Minimum Vertical Clearance: 5.87m (19.26ft), Kilometerpoint: 31.080, Lanes on structure: 2, Lanes under structure: 12, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.2m (36.7ft), Skew: 9 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 39.3m (128.9ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 12.2m (40.0ft)
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: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 55 0661S, Location: 12-ORA-005-31.08-SA (Lat: 33.747753, Lng: -117.843483), Route carried "on" structure: Ramp Interstate 5, Year Built: 1996, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 10,022 (year 2014), Truck Traffic: 3%, Average Future Daily Traffic: 10,608 (year 2043), Design Load: HS 20+Mod, Features Intersected: INTERSTATE 5
Minimum Vertical Clearance: 5.87m (19.26ft), Kilometerpoint: 31.080, Lanes on structure: 2, Lanes under structure: 12, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.2m (36.7ft), Skew: 9 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 39.3m (128.9ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 12.2m (40.0ft)
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: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 55 067, Location: 12-ORA-005-37.64-ANA (Lat: 33.817958, Lng: -117.919522), Route carried "on" structure: City street , Year Built: 1990, Year Reconstructed: 2001, Status: Open, Structure Length: 25.18m (82.61ft), Average Daily Traffic: 37,000 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 39,704 (year 2044), Design Load: HS 20+Mod, Features Intersected: INTERSTATE 5, Facility Carried by Structure: BALL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 11, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 34 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 7, Length of Maximum Span: 47.5m (155.8ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 36.3m (119.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: 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 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 55 067, Location: 12-ORA-005-37.64-ANA (Lat: 33.817958, Lng: -117.919522), Route carried "on" structure: City street , Year Built: 1990, Year Reconstructed: 2001, Status: Open, Structure Length: 25.18m (82.61ft), Average Daily Traffic: 37,000 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 39,704 (year 2044), Design Load: HS 20+Mod, Features Intersected: INTERSTATE 5, Facility Carried by Structure: BALL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 11, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 34 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 7, Length of Maximum Span: 47.5m (155.8ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 36.3m (119.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: 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 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 55 0671L, Location: 12-ORA-005-31.65-SA (Lat: 33.753961, Lng: -117.850111), Route carried "on" structure: Interstate 5, Year Built: 1995, Status: Open, Structure Length: 21.43m (70.31ft), Average Daily Traffic: 179,700 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 199,797 (year 2038), Design Load: HS 20+Mod, Features Intersected: GRAND AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.650, Lanes on structure: 8, Lanes under structure: 12, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 32.9m (107.9ft), 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: 39.6m (129.9ft), Curb-To-Curb Width: 32.9m (107.9ft), Out-to-Out Width: 36.5m (119.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, 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
Structure Number: 55 0671L, Location: 12-ORA-005-31.65-SA (Lat: 33.753961, Lng: -117.850111), Route carried "on" structure: Interstate 5, Year Built: 1995, Status: Open, Structure Length: 21.43m (70.31ft), Average Daily Traffic: 179,700 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 199,797 (year 2038), Design Load: HS 20+Mod, Features Intersected: GRAND AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.650, Lanes on structure: 8, Lanes under structure: 12, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 32.9m (107.9ft), 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: 39.6m (129.9ft), Curb-To-Curb Width: 32.9m (107.9ft), Out-to-Out Width: 36.5m (119.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, 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: 55 0671R, Location: 12-ORA-005-31.76-SA (Lat: 33.755294, Lng: -117.851606), Route carried "on" structure: Interstate 5, Year Built: 1995, Status: Open, Structure Length: 5.99m (19.65ft), Average Daily Traffic: 179,700 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 199,797 (year 2038), Design Load: HS 20+Mod, Features Intersected: GRAND AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.760, Lanes on structure: 7, Lanes under structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 43.9m (144.0ft), 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: 30.0m (98.4ft), Curb-To-Curb Width: 43.9m (144.0ft), Out-to-Out Width: 45.4m (149.0ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: 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
Structure Number: 55 0671R, Location: 12-ORA-005-31.76-SA (Lat: 33.755294, Lng: -117.851606), Route carried "on" structure: Interstate 5, Year Built: 1995, Status: Open, Structure Length: 5.99m (19.65ft), Average Daily Traffic: 179,700 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 199,797 (year 2038), Design Load: HS 20+Mod, Features Intersected: GRAND AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.760, Lanes on structure: 7, Lanes under structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 43.9m (144.0ft), 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: 30.0m (98.4ft), Curb-To-Curb Width: 43.9m (144.0ft), Out-to-Out Width: 45.4m (149.0ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: 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: 55 0673L, Location: 12-ORA-005-32.46-SA (Lat: 33.759800, Lng: -117.862050), Route carried "on" structure: Interstate 5, Year Built: 1995, Status: Open, Structure Length: 6.92m (22.70ft), Average Daily Traffic: 181,250 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 199,797 (year 2038), Design Load: HS 20+Mod, Features Intersected: 17TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.460, Lanes on structure: 7, Lanes under structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 40.8m (133.9ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.9m (121.1ft), Curb-To-Curb Width: 40.8m (133.9ft), Out-to-Out Width: 42.4m (139.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: 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
Structure Number: 55 0673L, Location: 12-ORA-005-32.46-SA (Lat: 33.759800, Lng: -117.862050), Route carried "on" structure: Interstate 5, Year Built: 1995, Status: Open, Structure Length: 6.92m (22.70ft), Average Daily Traffic: 181,250 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 199,797 (year 2038), Design Load: HS 20+Mod, Features Intersected: 17TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.460, Lanes on structure: 7, Lanes under structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 40.8m (133.9ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.9m (121.1ft), Curb-To-Curb Width: 40.8m (133.9ft), Out-to-Out Width: 42.4m (139.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: 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: 55 0673R, Location: 12-ORA-005-32.46-SA (Lat: 33.759797, Lng: -117.861481), Route carried "on" structure: Interstate 5, Year Built: 1995, Status: Open, Structure Length: 6.92m (22.70ft), Average Daily Traffic: 181,250 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 207,937 (year 2043), Design Load: HS 20+Mod, Features Intersected: 17TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.460, Lanes on structure: 6, Lanes under structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 32.9m (107.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 38.4m (126.0ft), Curb-To-Curb Width: 32.9m (107.9ft), Out-to-Out Width: 34.0m (111.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 55 0673R, Location: 12-ORA-005-32.46-SA (Lat: 33.759797, Lng: -117.861481), Route carried "on" structure: Interstate 5, Year Built: 1995, Status: Open, Structure Length: 6.92m (22.70ft), Average Daily Traffic: 181,250 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 207,937 (year 2043), Design Load: HS 20+Mod, Features Intersected: 17TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.460, Lanes on structure: 6, Lanes under structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 32.9m (107.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 38.4m (126.0ft), Curb-To-Curb Width: 32.9m (107.9ft), Out-to-Out Width: 34.0m (111.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 55 0673S, Location: 12-ORA-005-32.46-SA (Lat: 33.759792, Lng: -117.861211), Route carried "on" structure: Ramp Interstate 5, Year Built: 1995, Status: Open, Structure Length: 7.35m (24.11ft), Average Daily Traffic: 6,109 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 6,312 (year 2038), Design Load: HS 20+Mod, Features Intersected: 17TH STREET, Facility Carried by Structure: 17TH ST NB ON RA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.460, Lanes on structure: 1, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.3m (27.2ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 39.5m (129.6ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 9.4m (30.8ft)
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: 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
Structure Number: 55 0673S, Location: 12-ORA-005-32.46-SA (Lat: 33.759792, Lng: -117.861211), Route carried "on" structure: Ramp Interstate 5, Year Built: 1995, Status: Open, Structure Length: 7.35m (24.11ft), Average Daily Traffic: 6,109 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 6,312 (year 2038), Design Load: HS 20+Mod, Features Intersected: 17TH STREET, Facility Carried by Structure: 17TH ST NB ON RA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.460, Lanes on structure: 1, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.3m (27.2ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 39.5m (129.6ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 9.4m (30.8ft)
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: 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: 55 0674, Location: 12-ORA-005-33.09-SA (Lat: 33.766436, Lng: -117.867189), Route carried "on" structure: City street , Year Built: 1996, Status: Open, Structure Length: 26.61m (87.30ft), Average Daily Traffic: 22,000 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 23,750 (year 2038), Design Load: HS 20+Mod, Features Intersected: I 5, MAIN-N5 ON, N5 OFF, Facility Carried by Structure: MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 8, Lanes under structure: 19, Owner: State Highway Agency, Approaching Roadway Width: 32.3m (106.0ft), Skew: 26 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 5, Length of Maximum Span: 69.1m (226.7ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 32.3m (106.0ft), Out-to-Out Width: 37.8m (124.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: 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: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 55 0674, Location: 12-ORA-005-33.09-SA (Lat: 33.766436, Lng: -117.867189), Route carried "on" structure: City street , Year Built: 1996, Status: Open, Structure Length: 26.61m (87.30ft), Average Daily Traffic: 22,000 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 23,750 (year 2038), Design Load: HS 20+Mod, Features Intersected: I 5, MAIN-N5 ON, N5 OFF, Facility Carried by Structure: MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 8, Lanes under structure: 19, Owner: State Highway Agency, Approaching Roadway Width: 32.3m (106.0ft), Skew: 26 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 5, Length of Maximum Span: 69.1m (226.7ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 32.3m (106.0ft), Out-to-Out Width: 37.8m (124.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: 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: November 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 55 0675, Location: 12-ORA-005-32.05-SA (Lat: 33.756253, Lng: -117.856119), Route carried "on" structure: City street , Year Built: 1995, Status: Open, Structure Length: 11.04m (36.22ft), Average Daily Traffic: 11,000 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 12,616 (year 2043), Design Load: HS 20+Mod, Features Intersected: INTERSTATE 5, Facility Carried by Structure: LINCOLN AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 16, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 43.8m (143.7ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, 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
Structure Number: 55 0675, Location: 12-ORA-005-32.05-SA (Lat: 33.756253, Lng: -117.856119), Route carried "on" structure: City street , Year Built: 1995, Status: Open, Structure Length: 11.04m (36.22ft), Average Daily Traffic: 11,000 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 12,616 (year 2043), Design Load: HS 20+Mod, Features Intersected: INTERSTATE 5, Facility Carried by Structure: LINCOLN AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 16, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 43.8m (143.7ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, 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: 55 0677, Location: 12-ORA-005-34.14-SA (Lat: 33.780250, Lng: -117.879889), Route carried "on" structure: City street M017, Year Built: 1992, Status: Open, Structure Length: 41.06m (134.71ft), Average Daily Traffic: 10,000 (year 2009), Truck Traffic: 3%, Average Future Daily Traffic: 12,114 (year 2041), Design Load: HS 20+Mod, Features Intersected: I 5 & CONS TO SR 57 & 22, Facility Carried by Structure: BRISTOL ST-LA VETA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 26, Owner: State Highway Agency, Approaching Roadway Width: 27.2m (89.2ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 7, Length of Maximum Span: 63.9m (209.6ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 0.0m, Curb-To-Curb Width: 27.2m (89.2ft), Out-to-Out Width: 30.5m (100.1ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 55 0677, Location: 12-ORA-005-34.14-SA (Lat: 33.780250, Lng: -117.879889), Route carried "on" structure: City street M017, Year Built: 1992, Status: Open, Structure Length: 41.06m (134.71ft), Average Daily Traffic: 10,000 (year 2009), Truck Traffic: 3%, Average Future Daily Traffic: 12,114 (year 2041), Design Load: HS 20+Mod, Features Intersected: I 5 & CONS TO SR 57 & 22, Facility Carried by Structure: BRISTOL ST-LA VETA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 26, Owner: State Highway Agency, Approaching Roadway Width: 27.2m (89.2ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 7, Length of Maximum Span: 63.9m (209.6ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 0.0m, Curb-To-Curb Width: 27.2m (89.2ft), Out-to-Out Width: 30.5m (100.1ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 55 0678, Location: 12-ORA-022-R10.38-SA (Lat: 33.778800, Lng: -117.877950), Route carried "on" structure: State highway 22, Year Built: 1995, Year Reconstructed: 2007, Status: Open, Structure Length: 22.75m (74.64ft), Average Daily Traffic: 265,000 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 279,000 (year 2038), Design Load: HS 20+Mod, Features Intersected: I-5 & CONNECTORS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.380, Lanes on structure: 11, Lanes under structure: 15, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 52.5m (172.2ft), Skew: 34 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 5, Length of Maximum Span: 46.3m (151.9ft), Curb-To-Curb Width: 52.5m (172.2ft), Out-to-Out Width: 53.5m (175.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 55 0678, Location: 12-ORA-022-R10.38-SA (Lat: 33.778800, Lng: -117.877950), Route carried "on" structure: State highway 22, Year Built: 1995, Year Reconstructed: 2007, Status: Open, Structure Length: 22.75m (74.64ft), Average Daily Traffic: 265,000 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 279,000 (year 2038), Design Load: HS 20+Mod, Features Intersected: I-5 & CONNECTORS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.380, Lanes on structure: 11, Lanes under structure: 15, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 52.5m (172.2ft), Skew: 34 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 5, Length of Maximum Span: 46.3m (151.9ft), Curb-To-Curb Width: 52.5m (172.2ft), Out-to-Out Width: 53.5m (175.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 55 0680F, Location: 12-ORA-057-10.82L-SA (Lat: 33.781628, Lng: -117.881600), Route carried "on" structure: Ramp State highway 57, Year Built: 1995, Status: Open, Structure Length: 22.74m (74.61ft), Average Daily Traffic: 21,000 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 24,608 (year 2040), Design Load: HS 20+Mod, Features Intersected: I 5 & CONNECTOR RAMPS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.820, Lanes on structure: 3, Lanes under structure: 15, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.6m (51.2ft), Skew: 9 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 5, Length of Maximum Span: 51.8m (169.9ft), Curb-To-Curb Width: 15.6m (51.2ft), Out-to-Out Width: 16.6m (54.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 55 0680F, Location: 12-ORA-057-10.82L-SA (Lat: 33.781628, Lng: -117.881600), Route carried "on" structure: Ramp State highway 57, Year Built: 1995, Status: Open, Structure Length: 22.74m (74.61ft), Average Daily Traffic: 21,000 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 24,608 (year 2040), Design Load: HS 20+Mod, Features Intersected: I 5 & CONNECTOR RAMPS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.820, Lanes on structure: 3, Lanes under structure: 15, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.6m (51.2ft), Skew: 9 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 5, Length of Maximum Span: 51.8m (169.9ft), Curb-To-Curb Width: 15.6m (51.2ft), Out-to-Out Width: 16.6m (54.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 55 0681H, Location: 12-ORA-005-33.88-SA (Lat: 33.777658, Lng: -117.876536), Route carried "on" structure: Ramp Interstate 5, Year Built: 1995, Status: Open, Structure Length: 34.19m (112.17ft), Average Daily Traffic: 72,608 (year 2014), Truck Traffic: 3%, Average Future Daily Traffic: 80,123 (year 2038), Design Load: HS 20+Mod, Features Intersected: I 5 & CONNECTOR RAMPS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.880, Lanes on structure: 2, Lanes under structure: 16, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 9 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 10, Length of Maximum Span: 56.0m (183.7ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: 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
Structure Number: 55 0681H, Location: 12-ORA-005-33.88-SA (Lat: 33.777658, Lng: -117.876536), Route carried "on" structure: Ramp Interstate 5, Year Built: 1995, Status: Open, Structure Length: 34.19m (112.17ft), Average Daily Traffic: 72,608 (year 2014), Truck Traffic: 3%, Average Future Daily Traffic: 80,123 (year 2038), Design Load: HS 20+Mod, Features Intersected: I 5 & CONNECTOR RAMPS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.880, Lanes on structure: 2, Lanes under structure: 16, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 9 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 10, Length of Maximum Span: 56.0m (183.7ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: 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: 55 0682F, Location: 12-ORA-057-10.78L-SA (Lat: 33.780939, Lng: -117.879453), Route carried "on" structure: Ramp State highway 57, Year Built: 1995, Status: Open, Structure Length: 21.64m (71.00ft), Average Daily Traffic: 57,000 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 66,349 (year 2040), Design Load: HS 20+Mod, Features Intersected: I 5; 22-N55 CONN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.780, Lanes on structure: 2, Lanes under structure: 14, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Skew: 9 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 5, Length of Maximum Span: 62.9m (206.4ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 55 0682F, Location: 12-ORA-057-10.78L-SA (Lat: 33.780939, Lng: -117.879453), Route carried "on" structure: Ramp State highway 57, Year Built: 1995, Status: Open, Structure Length: 21.64m (71.00ft), Average Daily Traffic: 57,000 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 66,349 (year 2040), Design Load: HS 20+Mod, Features Intersected: I 5; 22-N55 CONN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.780, Lanes on structure: 2, Lanes under structure: 14, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Skew: 9 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 5, Length of Maximum Span: 62.9m (206.4ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 55 0683F, Location: 12-ORA-057-10.80L-SA (Lat: 33.780992, Lng: -117.879678), Route carried "on" structure: Ramp State highway 57, Year Built: 1995, Status: Open, Structure Length: 21.61m (70.90ft), Average Daily Traffic: 18,000 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 21,022 (year 2040), Design Load: HS 20+Mod, Features Intersected: I 5 & CONNECTOR RAMPS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.800, Lanes on structure: 1, Lanes under structure: 12, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Skew: 9 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 5, Length of Maximum Span: 61.0m (200.1ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 55 0683F, Location: 12-ORA-057-10.80L-SA (Lat: 33.780992, Lng: -117.879678), Route carried "on" structure: Ramp State highway 57, Year Built: 1995, Status: Open, Structure Length: 21.61m (70.90ft), Average Daily Traffic: 18,000 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 21,022 (year 2040), Design Load: HS 20+Mod, Features Intersected: I 5 & CONNECTOR RAMPS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.800, Lanes on structure: 1, Lanes under structure: 12, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Skew: 9 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 5, Length of Maximum Span: 61.0m (200.1ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 55 0684K, Location: 12-ORA-005-33.09-SA (Lat: 33.767317, Lng: -117.867589), Route carried "on" structure: Ramp Interstate 5, Year Built: 1996, Status: Open, Structure Length: 5.78m (18.96ft), Average Daily Traffic: 6,478 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 6,512 (year 2038), Design Load: HS 20+Mod, Features Intersected: INTERSTATE 5 SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.090, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), Skew: 5 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.1m (95.5ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 10.8m (35.4ft)
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: 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: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 55 0684K, Location: 12-ORA-005-33.09-SA (Lat: 33.767317, Lng: -117.867589), Route carried "on" structure: Ramp Interstate 5, Year Built: 1996, Status: Open, Structure Length: 5.78m (18.96ft), Average Daily Traffic: 6,478 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 6,512 (year 2038), Design Load: HS 20+Mod, Features Intersected: INTERSTATE 5 SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.090, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), Skew: 5 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.1m (95.5ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 10.8m (35.4ft)
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: 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: November 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 55 0686, Location: 12-ORA-005-33.00-SA (Lat: 33.766789, Lng: -117.867156), Route carried "on" structure: Ramp City street , Year Built: 1996, Status: Open, Structure Length: 8.19m (26.87ft), Average Daily Traffic: 16,832 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 17,556 (year 2038), Design Load: HS 20+Mod, Features Intersected: INTERSTATE 5, Facility Carried by Structure: SANTA CLARA-N5 ON
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 16, Owner: State Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), 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: 29.8m (97.8ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: 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: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 55 0686, Location: 12-ORA-005-33.00-SA (Lat: 33.766789, Lng: -117.867156), Route carried "on" structure: Ramp City street , Year Built: 1996, Status: Open, Structure Length: 8.19m (26.87ft), Average Daily Traffic: 16,832 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 17,556 (year 2038), Design Load: HS 20+Mod, Features Intersected: INTERSTATE 5, Facility Carried by Structure: SANTA CLARA-N5 ON
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 16, Owner: State Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), 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: 29.8m (97.8ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: 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: November 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 55 0687S, Location: 12-ORA-005-33.29-SA (Lat: 33.770939, Lng: -117.868761), Route carried "on" structure: Ramp Interstate 5, Year Built: 1996, Status: Open, Structure Length: 7.26m (23.82ft), Average Daily Traffic: 7,800 (year 2009), Truck Traffic: 3%, Average Future Daily Traffic: 9,386 (year 2038), Design Load: HS 20+Mod, Features Intersected: PARKING LOT, Facility Carried by Structure: BRDWY NB OFF-RP
Minimum Vertical Clearance: 5.64m (18.50ft), Kilometerpoint: 33.290, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), Skew: 5 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: 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
Structure Number: 55 0687S, Location: 12-ORA-005-33.29-SA (Lat: 33.770939, Lng: -117.868761), Route carried "on" structure: Ramp Interstate 5, Year Built: 1996, Status: Open, Structure Length: 7.26m (23.82ft), Average Daily Traffic: 7,800 (year 2009), Truck Traffic: 3%, Average Future Daily Traffic: 9,386 (year 2038), Design Load: HS 20+Mod, Features Intersected: PARKING LOT, Facility Carried by Structure: BRDWY NB OFF-RP
Minimum Vertical Clearance: 5.64m (18.50ft), Kilometerpoint: 33.290, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), Skew: 5 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: 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: 55 0689E, Location: 12-ORA-055-R10.06-SA (Lat: 33.734167, Lng: -117.833722), Route carried "on" structure: Ramp State highway 55, Year Built: 1994, Status: Open, Structure Length: 224.52m (736.61ft), Average Daily Traffic: 12,000 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 26,160 (year 2037), Design Load: HS 20+Mod, Features Intersected: I 5, SR 55, RAMPS & STS
Minimum Vertical Clearance: 4.74m (15.55ft), Kilometerpoint: 10.060, Lanes on structure: 2, Lanes under structure: 41, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 39 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 52, Number Of Approach Spans: 23, Length of Maximum Span: 73.2m (240.2ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 15.1m (49.5ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 55 0689E, Location: 12-ORA-055-R10.06-SA (Lat: 33.734167, Lng: -117.833722), Route carried "on" structure: Ramp State highway 55, Year Built: 1994, Status: Open, Structure Length: 224.52m (736.61ft), Average Daily Traffic: 12,000 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 26,160 (year 2037), Design Load: HS 20+Mod, Features Intersected: I 5, SR 55, RAMPS & STS
Minimum Vertical Clearance: 4.74m (15.55ft), Kilometerpoint: 10.060, Lanes on structure: 2, Lanes under structure: 41, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 39 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 52, Number Of Approach Spans: 23, Length of Maximum Span: 73.2m (240.2ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 15.1m (49.5ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 55 0692E, Location: 12-ORA-057-10.79R-SA (Lat: 33.781106, Lng: -117.878603), Route carried "on" structure: Alternate State highway 57, Year Built: 1995, Status: Open, Structure Length: 21.43m (70.31ft), Average Daily Traffic: 8,200 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 9,482 (year 2040), Design Load: HS 20+Mod, Features Intersected: I 5 NB,I 5 NB HOV,22-N5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.790, Lanes on structure: 2, Lanes under structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.0m (49.2ft), Skew: 39 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 57.3m (188.0ft), Curb-To-Curb Width: 15.0m (49.2ft), Out-to-Out Width: 16.3m (53.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 55 0692E, Location: 12-ORA-057-10.79R-SA (Lat: 33.781106, Lng: -117.878603), Route carried "on" structure: Alternate State highway 57, Year Built: 1995, Status: Open, Structure Length: 21.43m (70.31ft), Average Daily Traffic: 8,200 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 9,482 (year 2040), Design Load: HS 20+Mod, Features Intersected: I 5 NB,I 5 NB HOV,22-N5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.790, Lanes on structure: 2, Lanes under structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.0m (49.2ft), Skew: 39 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 57.3m (188.0ft), Curb-To-Curb Width: 15.0m (49.2ft), Out-to-Out Width: 16.3m (53.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 55 1046R, Location: 12-ORA-005-33.39-SA (Lat: 33.771683, Lng: -117.869692), Route carried "on" structure: Interstate 5, Year Built: 1996, Status: Open, Structure Length: 5.02m (16.47ft), Average Daily Traffic: 183,000 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 200,463 (year 2041), Design Load: HS 20+Mod, Features Intersected: SANTIAGO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.390, Lanes on structure: 7, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 37.2m (122.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.1m (82.3ft), Curb-To-Curb Width: 37.2m (122.0ft), Out-to-Out Width: 39.9m (130.9ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 55 1046R, Location: 12-ORA-005-33.39-SA (Lat: 33.771683, Lng: -117.869692), Route carried "on" structure: Interstate 5, Year Built: 1996, Status: Open, Structure Length: 5.02m (16.47ft), Average Daily Traffic: 183,000 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 200,463 (year 2041), Design Load: HS 20+Mod, Features Intersected: SANTIAGO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.390, Lanes on structure: 7, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 37.2m (122.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.1m (82.3ft), Curb-To-Curb Width: 37.2m (122.0ft), Out-to-Out Width: 39.9m (130.9ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 55 108, Location: 12-ORA-022-R6.81-GGR (Lat: 33.765808, Lng: -117.937992), Route carried "on" structure: State highway 22, Year Built: 2007, Status: Open, Structure Length: 4.08m (13.39ft), Average Daily Traffic: 215,000 (year 2020), Average Future Daily Traffic: 291,000 (year 2038), Design Load: HS 20+Mod, Features Intersected: EUCLID STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.810, Lanes on structure: 11, Lanes under structure: 7, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 57.9m (190.0ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 57.9m (190.0ft), Out-to-Out Width: 57.9m (190.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 55 108, Location: 12-ORA-022-R6.81-GGR (Lat: 33.765808, Lng: -117.937992), Route carried "on" structure: State highway 22, Year Built: 2007, Status: Open, Structure Length: 4.08m (13.39ft), Average Daily Traffic: 215,000 (year 2020), Average Future Daily Traffic: 291,000 (year 2038), Design Load: HS 20+Mod, Features Intersected: EUCLID STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.810, Lanes on structure: 11, Lanes under structure: 7, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 57.9m (190.0ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 57.9m (190.0ft), Out-to-Out Width: 57.9m (190.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place