Bridge Statistics for Costa Mesa, California (CA) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

Find on map >>   Show street view

Structure Number: 55 0186,  Location: 12-ORA-055-R4.77-CMS (Lat: 33.673750,  Lng: -117.885694),  Route carried "on" structure: State highway 55,  Year Built: 1973,  Year Reconstructed: 1976,  Status: Open,  Structure Length: 35.51m (116.50ft),  Average Daily Traffic: 148,000 (year 2005),  Truck Traffic: 5%,  Average Future Daily Traffic: 240,538 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SANTA ANA DELHI CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.770,  Lanes on structure: 8,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 55.2m (181.1ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.2m (17.1ft),  Curb-To-Curb Width: 55.2m (181.1ft),  Out-to-Out Width: 56.2m (184.4ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 12

Find on map >>   Show street view

Structure Number: 55 0252,  Location: 12-ORA-055-R5.99-CMS (Lat: 33.687333,  Lng: -117.872189),  Route carried "on" structure: State highway 55,  Year Built: 1966,  Status: Open,  Structure Length: 8.78m (28.81ft),  Average Daily Traffic: 222,000 (year 2009),  Truck Traffic: 2%,  Average Future Daily Traffic: 265,104 (year 2034),  Design Load: HS 20+Mod,  Features Intersected: I 405
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.990,  Lanes on structure: 9,  Lanes under structure: 9,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 37.2m (122.0ft),  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: 31.1m (102.0ft),  Curb-To-Curb Width: 37.2m (122.0ft),  Out-to-Out Width: 38.4m (126.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.78m (28.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 12,  Bridge Improvement Cost: $3,372,000,  Roadway Improvement Cost: $674,000,  Total Project Cost: $5,664,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 55 0257,  Location: 12-ORA-405-11.45-CMS (Lat: 33.688333,  Lng: -117.918333),  Route carried "on" structure: Interstate 405,  Year Built: 1966,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 6.22m (20.41ft),  Average Daily Traffic: 305,000 (year 2005),  Truck Traffic: 6%,  Average Future Daily Traffic: 415,951 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: HARBOR BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.450,  Lanes on structure: 14,  Lanes under structure: 9,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 64.5m (211.6ft),  Skew: 32 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 64.5m (211.6ft),  Out-to-Out Width: 68.1m (223.4ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.22m (20.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 11,  Bridge Improvement Cost: $4,235,000,  Roadway Improvement Cost: $847,000,  Total Project Cost: $7,114,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 55 0258,  Location: 12-ORA-405-12.41-CMS (Lat: 33.695000,  Lng: -117.933333),  Route carried "on" structure: Interstate 405,  Year Built: 1966,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 13.41m (44.00ft),  Average Daily Traffic: 305,000 (year 2005),  Truck Traffic: 6%,  Average Future Daily Traffic: 415,951 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: SANTA ANA RVR/EUCLID ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.410,  Lanes on structure: 14,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 60.5m (198.5ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 24.8m (81.4ft),  Curb-To-Curb Width: 60.5m (198.5ft),  Out-to-Out Width: 62.3m (204.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 55 0417,  Location: 12-ORA-055-R5.52-CMS (Lat: 33.682014,  Lng: -117.877286),  Route carried "on" structure: State highway 55,  Year Built: 1966,  Year Reconstructed: 1970,  Status: Open,  Structure Length: 4.94m (16.21ft),  Average Daily Traffic: 142,000 (year 2009),  Truck Traffic: 3%,  Average Future Daily Traffic: 173,000 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: PAULARINO AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.520,  Lanes on structure: 8,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 41.5m (136.2ft),  Skew: 31 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 41.5m (136.2ft),  Out-to-Out Width: 42.7m (140.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 12,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 55 0419,  Location: 12-ORA-055-R5.34-CMS (Lat: 33.679903,  Lng: -117.879314),  Route carried "on" structure: State highway 55,  Year Built: 1966,  Year Reconstructed: 1970,  Status: Open,  Structure Length: 6.31m (20.70ft),  Average Daily Traffic: 142,000 (year 2009),  Truck Traffic: 3%,  Average Future Daily Traffic: 173,000 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: BAKER STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.340,  Lanes on structure: 8,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 41.5m (136.2ft),  Skew: 31 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 35.7m (117.1ft),  Curb-To-Curb Width: 41.5m (136.2ft),  Out-to-Out Width: 42.7m (140.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 12,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 55 0422G,  Location: 12-ORA-405-8.85-CMS (Lat: 33.686667,  Lng: -117.873333),  Route carried "on" structure: Ramp Interstate 405,  Year Built: 1968,  Status: Open,  Structure Length: 18.29m (60.01ft),  Average Daily Traffic: 25,000 (year 2005),  Truck Traffic: 5%,  Average Future Daily Traffic: 29,004 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: RTE 405 & S405-N55 CONN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.850,  Lanes on structure: 2,  Lanes under structure: 12,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 34.1m (111.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 64.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 18.29m (60.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 11,  Bridge Improvement Cost: $1,892,000,  Roadway Improvement Cost: $378,000,  Total Project Cost: $3,178,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 55 0423,  Location: 12-ORA-055-R5.89-CMS (Lat: 33.686133,  Lng: -117.873375),  Route carried "on" structure: State highway 55,  Year Built: 1966,  Year Reconstructed: 1970,  Status: Open,  Structure Length: 4.24m (13.91ft),  Average Daily Traffic: 142,000 (year 2009),  Truck Traffic: 3%,  Average Future Daily Traffic: 173,000 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: S405-N55 CONNECTOR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.890,  Lanes on structure: 10,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 47.9m (157.2ft),  Skew: 39 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.6m (70.9ft),  Curb-To-Curb Width: 47.9m (157.2ft),  Out-to-Out Width: 48.2m (158.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 12,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 55 0424,  Location: 12-ORA-055-R6.06-CMS (Lat: 33.688150,  Lng: -117.871431),  Route carried "on" structure: State highway 55,  Year Built: 1966,  Year Reconstructed: 1970,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 222,000 (year 2009),  Truck Traffic: 2%,  Average Future Daily Traffic: 265,104 (year 2034),  Design Load: HS 20+Mod,  Features Intersected: N405-S55 CONNECTOR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.060,  Lanes on structure: 9,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 37.2m (122.0ft),  Skew: 39 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 37.2m (122.0ft),  Out-to-Out Width: 38.4m (126.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 12,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 55 0431,  Location: 12-ORA-405-9.51-CMS (Lat: 33.686667,  Lng: -117.883333),  Route carried "on" structure: City street M017,  Year Built: 1966,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 9.57m (31.40ft),  Average Daily Traffic: 20,000 (year 2005),  Truck Traffic: 3%,  Average Future Daily Traffic: 23,203 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: ROUTE 405,  Facility Carried by Structure: BRISTOL ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 13,  Owner: State Highway Agency,  Approaching Roadway Width: 29.3m (96.1ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 32.9m (107.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 29.3m (96.1ft),  Out-to-Out Width: 34.1m (111.9ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 65.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 55 0432,  Location: 12-ORA-405-10.79-CMS (Lat: 33.688333,  Lng: -117.906667),  Route carried "on" structure: City street M080,  Year Built: 1968,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 8.88m (29.13ft),  Average Daily Traffic: 20,000 (year 2005),  Truck Traffic: 3%,  Average Future Daily Traffic: 23,203 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: ROUTE 405,  Facility Carried by Structure: FAIRVIEW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 9,  Lanes under structure: 16,  Owner: State Highway Agency,  Approaching Roadway Width: 33.2m (108.9ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 32.3m (106.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 33.2m (108.9ft),  Out-to-Out Width: 38.1m (125.0ft)

Condition: Deck: Fair,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 55 0433,  Location: 12-ORA-405-9.89-CMS (Lat: 33.686667,  Lng: -117.890000),  Route carried "on" structure: City street M082,  Year Built: 1968,  Status: Open,  Structure Length: 7.77m (25.49ft),  Average Daily Traffic: 10,000 (year 2005),  Truck Traffic: 3%,  Average Future Daily Traffic: 11,602 (year 2031),  Design Load: HS 20,  Features Intersected: ROUTE 405,  Facility Carried by Structure: BEAR ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 28.7m (94.2ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 76.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.77m (25.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 11,  Bridge Improvement Cost: $1,516,000,  Roadway Improvement Cost: $303,000,  Total Project Cost: $2,546,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 55 0434G,  Location: 12-ORA-073-R27.76-CMS (Lat: 33.687628,  Lng: -117.898933),  Route carried "on" structure: Ramp State highway 73,  Year Built: 1968,  Status: Open,  Structure Length: 15.85m (52.00ft),  Average Daily Traffic: 33,000 (year 2005),  Truck Traffic: 2%,  Average Future Daily Traffic: 36,300 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: I 405
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.760,  Lanes on structure: 3,  Lanes under structure: 11,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 57.0m (187.0ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.1m (52.8ft)

Condition: Deck: Fair,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: October 10,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 55 0435F,  Location: 12-ORA-405-10.35-CMS (Lat: 33.687167,  Lng: -117.899361),  Route carried "on" structure: Ramp Interstate 405,  Year Built: 1968,  Status: Open,  Structure Length: 10.61m (34.81ft),  Average Daily Traffic: 7,800 (year 2005),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,049 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: FAIRVIEW RD-S405 ON-RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.350,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  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: 32.3m (106.0ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 57.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 55 0436G,  Location: 12-ORA-405-8.88-CMS (Lat: 33.684694,  Lng: -117.875722),  Route carried "on" structure: Ramp Interstate 405,  Year Built: 1968,  Status: Open,  Structure Length: 6.95m (22.80ft),  Average Daily Traffic: 25,000 (year 2005),  Truck Traffic: 5%,  Average Future Daily Traffic: 29,004 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: S55-PAULARINO AVE OFF-RP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.880,  Lanes on structure: 1,  Lanes under structure: 1,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 6 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.7m (90.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 78.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 55 0437S,  Location: 12-ORA-055-R5.8-CMS (Lat: 33.684931,  Lng: -117.873908),  Route carried "on" structure: Ramp State highway 55,  Year Built: 1968,  Status: Open,  Structure Length: 7.53m (24.70ft),  Average Daily Traffic: 9,301 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 10,719 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: N55-S405 CONNECTOR RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.800,  Lanes on structure: 1,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 6 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.0m (105.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.0m,  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 12,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 55 0438F,  Location: 12-ORA-055-R6.16-CMS (Lat: 33.689217,  Lng: -117.870369),  Route carried "on" structure: Ramp State highway 55,  Year Built: 1968,  Status: Open,  Structure Length: 47.52m (155.91ft),  Average Daily Traffic: 18,500 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 21,321 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: ROUTE 405, 55, & CONNS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.160,  Lanes on structure: 2,  Lanes under structure: 25,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 14,  Length of Maximum Span: 42.7m (140.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 12,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 55 0476,  Location: 12-ORA-405-11.7-CMS (Lat: 33.690000,  Lng: -117.921667),  Route carried "on" structure: Interstate 405,  Year Built: 1966,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 305,000 (year 2005),  Truck Traffic: 6%,  Average Future Daily Traffic: 413,192 (year 2029),  Design Load: H 20,  Features Intersected: GREENVILLE BANNING CHANN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.700,  Lanes on structure: 14,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 62.5m (205.1ft),  Skew: 36 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 62.5m (205.1ft),  Out-to-Out Width: 63.5m (208.3ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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: July 11

Find on map >>   Show street view

Structure Number: 55 0484,  Location: 12-ORA-405-9.38-CMS (Lat: 33.686667,  Lng: -117.881667),  Route carried "on" structure: Interstate 405,  Year Built: 1968,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 274,000 (year 2005),  Truck Traffic: 6%,  Average Future Daily Traffic: 250,089 (year 2031),  Design Load: HS 20,  Features Intersected: DELHI DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.380,  Lanes on structure: 13,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 61.6m (202.1ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.3m (14.1ft),  Curb-To-Curb Width: 61.6m (202.1ft),  Out-to-Out Width: 62.6m (205.4ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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: June 11

Find on map >>   Show street view

Structure Number: 55 0494,  Location: 12-ORA-055-R6.1-CMS (Lat: 33.688597,  Lng: -117.870992),  Route carried "on" structure: State highway 55,  Year Built: 1966,  Year Reconstructed: 1970,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 222,000 (year 2005),  Truck Traffic: 2%,  Average Future Daily Traffic: 326,518 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: GREEN FIELD STORM CHANNL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.100,  Lanes on structure: 10,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 36.6m (120.1ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft),  Curb-To-Curb Width: 36.6m (120.1ft),  Out-to-Out Width: 37.6m (123.4ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 12

Find on map >>   Show street view

Structure Number: 55 0517,  Location: 12-ORA-055-R4.58-CMS (Lat: 33.671944,  Lng: -117.888056),  Route carried "on" structure: State highway 55,  Year Built: 1973,  Status: Open,  Structure Length: 5.24m (17.19ft),  Average Daily Traffic: 142,000 (year 2009),  Truck Traffic: 4%,  Average Future Daily Traffic: 189,000 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: BRISTOL STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.580,  Lanes on structure: 8,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 43.9m (144.0ft),  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: 26.5m (86.9ft),  Curb-To-Curb Width: 43.9m (144.0ft),  Out-to-Out Width: 45.1m (148.0ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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 12,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 55 0517F,  Location: 12-ORA-073-R26.59-CMS (Lat: 33.672231,  Lng: -117.888236),  Route carried "on" structure: Ramp State highway 73,  Year Built: 1976,  Status: Open,  Structure Length: 5.39m (17.68ft),  Average Daily Traffic: 16,200 (year 2005),  Truck Traffic: 1%,  Average Future Daily Traffic: 17,820 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: BRISTOL STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.590,  Lanes on structure: 2,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  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: 26.8m (87.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 10,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 55 0529L,  Location: 12-ORA-073-R27.14-CMS (Lat: 33.680106,  Lng: -117.892394),  Route carried "on" structure: State highway 73,  Year Built: 1977,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 52,500 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 73,000 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: BAKER STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.140,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 25.5m (83.7ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.2m (99.1ft),  Curb-To-Curb Width: 25.5m (83.7ft),  Out-to-Out Width: 26.1m (85.6ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 10,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 55 0529R,  Location: 12-ORA-073-R27.14-CMS (Lat: 33.680100,  Lng: -117.891853),  Route carried "on" structure: State highway 73,  Year Built: 1977,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 52,500 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 73,000 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: BAKER STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.140,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 29.4m (96.5ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.2m (99.1ft),  Curb-To-Curb Width: 29.4m (96.5ft),  Out-to-Out Width: 30.0m (98.4ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 10,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 55 0530L,  Location: 12-ORA-073-R27.28-CMS (Lat: 33.681611,  Lng: -117.893692),  Route carried "on" structure: State highway 73,  Year Built: 1977,  Status: Open,  Structure Length: 4.79m (15.72ft),  Average Daily Traffic: 52,500 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 73,000 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: BEAR STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.280,  Lanes on structure: 3,  Lanes under structure: 7,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 47.2m (154.9ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: October 10,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 55 0530R,  Location: 12-ORA-073-R27.28-CMS (Lat: 33.681839,  Lng: -117.893447),  Route carried "on" structure: State highway 73,  Year Built: 1977,  Status: Open,  Structure Length: 4.79m (15.72ft),  Average Daily Traffic: 52,500 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 73,000 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: BEAR STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.280,  Lanes on structure: 3,  Lanes under structure: 7,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 47.2m (154.9ft),  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: October 10,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 55 0534,  Location: 12-ORA-073-R25.91-CMS (Lat: 33.665000,  Lng: -117.878333),  Route carried "on" structure: City street ,  Year Built: 1979,  Status: Open,  Structure Length: 14.20m (46.59ft),  Average Daily Traffic: 20,000 (year 2004),  Truck Traffic: 1%,  Average Future Daily Traffic: 22,000 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: SR 73,  Facility Carried by Structure: NORTH BRISTOL ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 14.7m (48.2ft),  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: 69.8m (229.0ft),  Curb-To-Curb Width: 14.7m (48.2ft),  Out-to-Out Width: 15.7m (51.5ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: September 10,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 55 0535,  Location: 12-ORA-073-R26.08-CMS (Lat: 33.667528,  Lng: -117.881128),  Route carried "on" structure: City street M015,  Year Built: 1979,  Status: Open,  Structure Length: 9.08m (29.79ft),  Average Daily Traffic: 20,000 (year 2004),  Truck Traffic: 1%,  Average Future Daily Traffic: 22,000 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: SR 73,  Facility Carried by Structure: RED HILL AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  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: 45.7m (149.9ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 30.5m (100.1ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: September 10,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 55 0536G,  Location: 12-ORA-055-R4.71-CMS (Lat: 33.673333,  Lng: -117.886389),  Route carried "on" structure: Ramp State highway 55,  Year Built: 1976,  Status: Open,  Structure Length: 40.66m (133.40ft),  Average Daily Traffic: 9,800 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 11,294 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: SR 73 & SR 55, & CONNS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.710,  Lanes on structure: 2,  Lanes under structure: 17,  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: 9,  Length of Maximum Span: 59.4m (194.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Fair,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 12,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 55 0538F,  Location: 12-ORA-055-R4.74-CMS (Lat: 33.673369,  Lng: -117.886206),  Route carried "on" structure: Ramp State highway 55,  Year Built: 1976,  Status: Open,  Structure Length: 68.18m (223.69ft),  Average Daily Traffic: 22,000 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 25,354 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: SR 73 & SR 55, & CONNS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.740,  Lanes on structure: 2,  Lanes under structure: 15,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 15,  Length of Maximum Span: 60.0m (196.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 12,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 55 0539L,  Location: 12-ORA-073-R26.56-CMS (Lat: 33.673275,  Lng: -117.886325),  Route carried "on" structure: State highway 73,  Year Built: 1976,  Status: Open,  Structure Length: 7.99m (26.21ft),  Average Daily Traffic: 86,000 (year 2009),  Truck Traffic: 1%,  Average Future Daily Traffic: 95,500 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: SR 55
Minimum Vertical Clearance: 5.76m (18.90ft),  Kilometerpoint: 26.560,  Lanes on structure: 3,  Lanes under structure: 8,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: September 10,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 55 0539R,  Location: 12-ORA-073-R26.56-CMS (Lat: 33.673469,  Lng: -117.886078),  Route carried "on" structure: State highway 73,  Year Built: 1976,  Status: Open,  Structure Length: 8.11m (26.61ft),  Average Daily Traffic: 86,000 (year 2009),  Truck Traffic: 1%,  Average Future Daily Traffic: 95,500 (year 2030),  Design Load: HS 20,  Features Intersected: SR 55
Minimum Vertical Clearance: 5.38m (17.65ft),  Kilometerpoint: 26.560,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 41.1m (134.8ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: September 10,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 55 0541L,  Location: 12-ORA-073-R26.77-CMS (Lat: 33.675700,  Lng: -117.888536),  Route carried "on" structure: State highway 73,  Year Built: 1977,  Status: Open,  Structure Length: 6.16m (20.21ft),  Average Daily Traffic: 86,000 (year 2009),  Truck Traffic: 1%,  Average Future Daily Traffic: 95,500 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: BRISTOL STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.770,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 30.2m (99.1ft),  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: 31.7m (104.0ft),  Curb-To-Curb Width: 30.2m (99.1ft),  Out-to-Out Width: 30.8m (101.0ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 10,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 55 0541R,  Location: 12-ORA-073-R26.78-CMS (Lat: 33.676058,  Lng: -117.888208),  Route carried "on" structure: State highway 73,  Year Built: 1977,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 52,500 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 73,000 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: BRISTOL STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.780,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 29.9m (98.1ft),  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: 30.8m (101.0ft),  Curb-To-Curb Width: 29.9m (98.1ft),  Out-to-Out Width: 30.5m (100.1ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 10,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 55 0544G,  Location: 12-ORA-073-R26.55-CMS (Lat: 33.674244,  Lng: -117.884111),  Route carried "on" structure: Ramp State highway 73,  Year Built: 1976,  Status: Open,  Structure Length: 5.61m (18.41ft),  Average Daily Traffic: 21,000 (year 2004),  Truck Traffic: 1%,  Average Future Daily Traffic: 23,100 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: N55-BAKER ST OFF-RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.550,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 6 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 54.9m (180.1ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 10,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 55 0593,  Location: 12-ORA-055-T2.4-CMS (Lat: 33.647814,  Lng: -117.912558),  Route carried "on" structure: City street ,  Year Built: 1992,  Status: Open,  Structure Length: 6.13m (20.11ft),  Average Daily Traffic: 5,000 (year 2005),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,782 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: ROUTE 55,  Facility Carried by Structure: BAY STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  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: 31.4m (103.0ft),  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: 20.7m (67.9ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 12,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 55 0594,  Location: 12-ORA-055-R2.77-CMS (Lat: 33.651864,  Lng: -117.908542),  Route carried "on" structure: City street M036,  Year Built: 1992,  Status: Open,  Structure Length: 5.24m (17.19ft),  Average Daily Traffic: 10,000 (year 2005),  Truck Traffic: 1%,  Average Future Daily Traffic: 11,563 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: ROUTE 55,  Facility Carried by Structure: 22ND STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 0.0m,  Curb-To-Curb Width: 25.0m (82.0ft),  Out-to-Out Width: 28.9m (94.8ft)

Condition: Deck: Fair,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 12,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 55 0595,  Location: 12-ORA-055-R2.83-CMS (Lat: 33.652900,  Lng: -117.907536),  Route carried "on" structure: City street M080,  Year Built: 1992,  Status: Open,  Structure Length: 10.00m (32.81ft),  Average Daily Traffic: 5,000 (year 2005),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,782 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: ROUTE 55,  Facility Carried by Structure: FAIRVIEW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 59.4m (194.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 16.1m (52.8ft)

Condition: Deck: Fair,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 12,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 55 0596,  Location: 12-ORA-055-R3.2-CMS (Lat: 33.656303,  Lng: -117.904381),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 9.75m (31.99ft),  Average Daily Traffic: 5,000 (year 2005),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,782 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: ROUTE 55,  Facility Carried by Structure: WILSON ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 52.4m (171.9ft),  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: 20.7m (67.9ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 12,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 55 0597,  Location: 12-ORA-055-R3.78-CMS (Lat: 33.663206,  Lng: -117.897500),  Route carried "on" structure: City street M026,  Year Built: 1990,  Status: Open,  Structure Length: 6.83m (22.41ft),  Average Daily Traffic: 15,000 (year 2005),  Truck Traffic: 3%,  Average Future Daily Traffic: 17,345 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: SR 55,  Facility Carried by Structure: DEL MAR AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 27.4m (89.9ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.5m (109.9ft),  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: 32.9m (107.9ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 12,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 55 0598,  Location: 12-ORA-055-R4.02-CMS (Lat: 33.665947,  Lng: -117.894797),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 8.14m (26.71ft),  Average Daily Traffic: 5,000 (year 2005),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,782 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: ROUTE 55,  Facility Carried by Structure: MESA DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 43.6m (143.0ft),  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: 20.7m (67.9ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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 12,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 55 0662,  Location: 12-ORA-055-R3.27-CMS (Lat: 33.657581,  Lng: -117.903111),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 7.44m (24.41ft),  Average Daily Traffic: 5,000 (year 2005),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,782 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 55,  Facility Carried by Structure: SANTA ISABEL AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.6m (120.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 12,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete