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

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Structure Number: 53 2667F,  Location: 07-LA-110-9.83-LA (Lat: 33.873333,  Lng: -118.285000),  Route carried "on" structure: Ramp Interstate 110,  Year Built: 1985,  Status: Open,  Structure Length: 4.60m (15.09ft),  Average Daily Traffic: 26,960 (year 2005),  Truck Traffic: 4%,  Average Future Daily Traffic: 42,228 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: SR 91 EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.830,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 45.4m (149.0ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53 2668G,  Location: 07-LA-110-9.76-LA (Lat: 33.871667,  Lng: -118.283333),  Route carried "on" structure: Ramp Interstate 110,  Year Built: 1985,  Status: Open,  Structure Length: 2.50m (8.20ft),  Average Daily Traffic: 34,001 (year 2005),  Truck Traffic: 3%,  Average Future Daily Traffic: 88,966 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: ACCESS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.760,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53 2669G,  Location: 07-LA-110-9.95-LA (Lat: 33.875000,  Lng: -118.283333),  Route carried "on" structure: Ramp Interstate 110,  Year Built: 1985,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 5,250 (year 1998),  Truck Traffic: 1%,  Average Future Daily Traffic: 7,790 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: ACCESS RD (DIRT)
Minimum Vertical Clearance: 5.44m (17.85ft),  Kilometerpoint: 9.950,  Lanes on structure: 1,  Lanes under structure: 1,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53 2670G,  Location: 07-LA-405-12.97-LA (Lat: 33.858333,  Lng: -118.283333),  Route carried "on" structure: Ramp Interstate 405,  Year Built: 1985,  Status: Open,  Structure Length: 18.29m (60.01ft),  Average Daily Traffic: 21,300 (year 2004),  Truck Traffic: 1%,  Average Future Daily Traffic: 53,737 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE N110
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.970,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 40.5m (132.9ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2009,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2671H,  Location: 07-LA-110-8.92-LA (Lat: 33.858333,  Lng: -118.285000),  Route carried "on" structure: Ramp Interstate 110,  Year Built: 1985,  Status: Open,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 19,950 (year 2005),  Truck Traffic: 5%,  Average Future Daily Traffic: 22,996 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: S110-S405 CONNECTOR RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.920,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 43.6m (143.0ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2008,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2672,  Location: 07-LA-110-13.83-LA (Lat: 33.928333,  Lng: -118.286667),  Route carried "on" structure: City street L138,  Year Built: 1985,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 6,215 (year 2005),  Truck Traffic: 1%,  Average Future Daily Traffic: 8,301 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: S110-W105 CONNECTOR RAMP,  Facility Carried by Structure: HOOVER STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.9m (107.9ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 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: August 2008,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2673,  Location: 07-LA-010-C17.2-LA (Lat: 34.053333,  Lng: -118.226667),  Route carried "on" structure: Spur Interstate 10,  Year Built: 1989,  Status: Open,  Structure Length: 100.60m (330.05ft),  Average Daily Traffic: 20,000 (year 1997),  Truck Traffic: 2%,  Average Future Daily Traffic: 23,049 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: 101 RAMPS & CITY STREETS,  Facility Carried by Structure: BUSWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.200,  Lanes on structure: 2,  Lanes under structure: 11,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 15,  Length of Maximum Span: 81.7m (268.0ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Poor,  Superstructure: Very good,  Substructure: Good,  Channel: Excellent,  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: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2009,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2675K,  Location: 07-LA-105-R6.83-LA (Lat: 33.928333,  Lng: -118.288333),  Route carried "on" structure: Ramp Interstate 105,  Year Built: 1993,  Status: Open,  Structure Length: 15.36m (50.39ft),  Average Daily Traffic: 8,300 (year 2006),  Truck Traffic: 2%,  Average Future Daily Traffic: 8,928 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: S110-W105 CONNECTOR RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.830,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 61.0m (200.1ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2008,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2676F,  Location: 07-LA-105-R7.61-LA (Lat: 33.930000,  Lng: -118.280000),  Route carried "on" structure: Ramp Interstate 105,  Year Built: 1989,  Status: Open,  Structure Length: 38.68m (126.90ft),  Average Daily Traffic: 14,500 (year 2006),  Truck Traffic: 2%,  Average Future Daily Traffic: 15,663 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: BROADWAY, IMPERIAL HWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.610,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 53.6m (175.9ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2008,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2677F,  Location: 07-LA-110-13.95-LA (Lat: 33.930000,  Lng: -118.280000),  Route carried "on" structure: Ramp Interstate 110,  Year Built: 1990,  Status: Open,  Structure Length: 23.07m (75.69ft),  Average Daily Traffic: 15,000 (year 2005),  Truck Traffic: 1%,  Average Future Daily Traffic: 20,884 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: I 110, N110-W105, HOV
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 13.950,  Lanes on structure: 1,  Lanes under structure: 9,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 50.3m (165.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2008,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2679F,  Location: 07-LA-110-13.82-LA (Lat: 33.961667,  Lng: -118.278333),  Route carried "on" structure: Ramp Interstate 110,  Year Built: 1989,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 15,000 (year 2005),  Truck Traffic: 1%,  Average Future Daily Traffic: 17,752 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: BROADWAY
Minimum Vertical Clearance: 5.72m (18.77ft),  Kilometerpoint: 13.820,  Lanes on structure: 1,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 46.3m (151.9ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2008,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2680F,  Location: 07-LA-105-R7.8-LA (Lat: 33.928333,  Lng: -118.273333),  Route carried "on" structure: Ramp Interstate 105,  Year Built: 1989,  Status: Open,  Structure Length: 84.92m (278.61ft),  Average Daily Traffic: 12,000 (year 2006),  Average Future Daily Traffic: 13,575 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: 105 WB,110 NB,BRDWY,IMPR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.800,  Lanes on structure: 1,  Lanes under structure: 27,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 19,  Length of Maximum Span: 51.8m (169.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2008,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2682E,  Location: 07-LA-105-R7.11-LA (Lat: 33.928333,  Lng: -118.285000),  Route carried "on" structure: Ramp Interstate 105,  Year Built: 1993,  Status: Open,  Structure Length: 117.71m (386.19ft),  Average Daily Traffic: 25,000 (year 2006),  Average Future Daily Traffic: 28,716 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: I 105 WB & I 110 SB, STS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.110,  Lanes on structure: 3,  Lanes under structure: 26,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 39 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 25,  Number Of Approach Spans: 11,  Length of Maximum Span: 47.2m (154.9ft),  Curb-To-Curb Width: 15.0m (49.2ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: April 2008,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2683K,  Location: 07-LA-110-13.89-LA (Lat: 33.931667,  Lng: -118.296667),  Route carried "on" structure: Ramp Interstate 110,  Year Built: 1987,  Status: Open,  Structure Length: 8.60m (28.22ft),  Average Daily Traffic: 14,700 (year 2005),  Truck Traffic: 1%,  Average Future Daily Traffic: 16,394 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: S110-W105 CONNECTOR RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.890,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2008,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2695,  Location: 07-LA-001-26.15-LA (Lat: 33.933333,  Lng: -118.395000),  Route carried "on" structure: City street ,  Year Built: 1982,  Status: Open,  Structure Length: 2.71m (8.89ft),  Average Daily Traffic: 800 (year 1998),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,257 (year 2029),  Design Load: HS 20,  Features Intersected: ROUTE 1,  Facility Carried by Structure: AIRPORT ACCESS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Maintenance Responsibility: Local Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.6m (84.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.4m (50.5ft)

Condition: Deck: Poor,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2009,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53 2696G,  Location: 07-LA-405-R21.02-LA (Lat: 33.930000,  Lng: -118.368333),  Route carried "on" structure: Ramp Interstate 405,  Year Built: 1994,  Status: Open,  Structure Length: 42.49m (139.40ft),  Average Daily Traffic: 12,405 (year 2004),  Truck Traffic: 2%,  Average Future Daily Traffic: 13,620 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: FELTON ST & SUNDALE AVE
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 21.020,  Lanes on structure: 1,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 42.49m (139.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2009,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2709,  Location: 07-LA-001-26.84-LA (Lat: 33.943333,  Lng: -118.395000),  Route carried "on" structure: City street ,  Year Built: 1983,  Status: Open,  Structure Length: 5.30m (17.39ft),  Average Daily Traffic: 60,800 (year 1997),  Truck Traffic: 3%,  Average Future Daily Traffic: 96,820 (year 2029),  Design Load: HS 20,  Features Intersected: STATE ROUTE 1,  Facility Carried by Structure: WORLD WAY (SOUTH)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Maintenance Responsibility: Local Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.3m (92.8ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2009,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53 271,  Location: 07-LA-001-26.94-LA (Lat: 33.946667,  Lng: -118.395000),  Route carried "on" structure: City street ,  Year Built: 1983,  Status: Open,  Structure Length: 7.83m (25.69ft),  Average Daily Traffic: 9,000 (year 1998),  Truck Traffic: 1%,  Average Future Daily Traffic: 14,239 (year 2029),  Design Load: HS 20,  Features Intersected: ROUE 1,  Facility Carried by Structure: WORLDWAY CONNECTOR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Maintenance Responsibility: Local Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.5m (77.1ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 71.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: High priority of corrective action,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2009,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2711,  Location: 07-LA-001-26.96-LA (Lat: 33.946667,  Lng: -118.395000),  Route carried "on" structure: City street ,  Year Built: 1983,  Status: Open,  Structure Length: 8.26m (27.10ft),  Average Daily Traffic: 10,200 (year 1998),  Truck Traffic: 1%,  Average Future Daily Traffic: 16,137 (year 2029),  Design Load: HS 20,  Features Intersected: SR 1,  Facility Carried by Structure: WORLD WAY (NORTH)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Maintenance Responsibility: Local Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 69.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2009,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2712,  Location: 07-LA-101-9.6-LA (Lat: 34.133333,  Lng: -118.351667),  Route carried "on" structure: City street ,  Year Built: 1983,  Status: Open,  Structure Length: 9.20m (30.18ft),  Average Daily Traffic: 7,500 (year 1998),  Truck Traffic: 1%,  Average Future Daily Traffic: 11,037 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: US 101,  Facility Carried by Structure: UNIVERSAL CENTER D
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 27.4m (89.9ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 50.3m (165.0ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 27.4m (89.9ft),  Out-to-Out Width: 32.6m (107.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53 2723S,  Location: 07-LA-405-24.69-LA (Lat: 33.973333,  Lng: -118.385000),  Route carried "on" structure: Bypass Interstate 405,  Year Built: 1994,  Status: Open,  Structure Length: 34.08m (111.81ft),  Average Daily Traffic: 10,000 (year 2004),  Truck Traffic: 1%,  Average Future Daily Traffic: 11,563 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: I 405, ON-RAMPS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.690,  Lanes on structure: 2,  Lanes under structure: 11,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 45.1m (148.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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 2009,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2724S,  Location: 07-LA-405-24.56-LA (Lat: 33.973333,  Lng: -118.380000),  Route carried "on" structure: Bypass Interstate 405,  Year Built: 1994,  Status: Open,  Structure Length: 30.11m (98.79ft),  Average Daily Traffic: 10,000 (year 2004),  Truck Traffic: 1%,  Average Future Daily Traffic: 11,525 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: I 405, & ON- RAMPS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.560,  Lanes on structure: 2,  Lanes under structure: 9,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 60.4m (198.2ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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 2009,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2725,  Location: 07-LA-001-28.5-LA (Lat: 33.953889,  Lng: -118.411944),  Route carried "on" structure: City street ,  Year Built: 1993,  Status: Open,  Structure Length: 12.07m (39.60ft),  Average Daily Traffic: 35,000 (year 2000),  Truck Traffic: 6%,  Average Future Daily Traffic: 51,520 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: SR 1 (LINCOLN BLVD),  Facility Carried by Structure: WESTCHESTER PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 27.4m (89.9ft),  Skew: 35 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 62.2m (204.1ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 33.5m (109.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2009,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2733,  Location: 07-LA-110-9.8-LA (Lat: 33.871667,  Lng: -118.286667),  Route carried "on" structure: Interstate 110,  Year Built: 1995,  Status: Open,  Structure Length: 138.65m (454.89ft),  Average Daily Traffic: 18,200 (year 2005),  Truck Traffic: 6%,  Average Future Daily Traffic: 22,450 (year 2028),  Design Load: H 15,  Features Intersected: I 110,SR 91 & CONNECTORS,  Facility Carried by Structure: NB&SB HOV VIADUCT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.800,  Lanes on structure: 4,  Lanes under structure: 27,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 30,  Number Of Approach Spans: 6,  Length of Maximum Span: 46.9m (153.9ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 20.6m (67.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 24.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 14.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 138.65m (454.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2008,  Bridge Improvement Cost: $28,542,000,  Roadway Improvement Cost: $5,708,000,  Total Project Cost: $47,950,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53 2734,  Location: 07-LA-110-18.14-LA (Lat: 33.990000,  Lng: -118.278333),  Route carried "on" structure: Ramp Interstate 110,  Year Built: 1992,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 217.38m (713.19ft),  Average Daily Traffic: 222,100 (year 2000),  Average Future Daily Traffic: 309,121 (year 2029),  Design Load: HS 20,  Features Intersected: I 110,54TH,52ND,51ST,ETC
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.140,  Lanes on structure: 4,  Lanes under structure: 18,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 50,  Number Of Approach Spans: 22,  Length of Maximum Span: 40.2m (131.9ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 20.6m (67.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 53.1 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 24 months,  Inspection Date: January 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2735,  Location: 07-LA-110-20.33-LA (Lat: 34.021667,  Lng: -118.275000),  Route carried "on" structure: Interstate 110,  Year Built: 1996,  Status: Open,  Structure Length: 88.84m (291.47ft),  Average Daily Traffic: 244,600 (year 2000),  Truck Traffic: 2%,  Average Future Daily Traffic: 278,209 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: I 110
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.330,  Lanes on structure: 2,  Lanes under structure: 14,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 18.8m (61.7ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 27,  Number Of Approach Spans: 11,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 18.8m (61.7ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Good,  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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2008,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2738S,  Location: 07-LA-105-R1.2-LA (Lat: 33.919167,  Lng: -118.383333),  Route carried "on" structure: Ramp Interstate 105,  Year Built: 1996,  Status: Open,  Structure Length: 17.47m (57.32ft),  Average Daily Traffic: 2,000 (year 2006),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,297 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: IMP. HWY EB ACCESS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.200,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 48.8m (160.1ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 53.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 10,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53 2751,  Location: 07-LA-110-11.89-LA (Lat: 33.901861,  Lng: -118.286611),  Route carried "on" structure: City street ,  Year Built: 1996,  Status: Open,  Structure Length: 8.04m (26.38ft),  Average Daily Traffic: 35,790 (year 2005),  Truck Traffic: 1%,  Average Future Daily Traffic: 47,605 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: ROUTE 110,  Facility Carried by Structure: ROSECRANS AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 11,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.8m (84.6ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 42.0m (137.8ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 0.0m,  Curb-To-Curb Width: 25.8m (84.6ft),  Out-to-Out Width: 31.6m (103.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 53.1 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: August 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53 2752S,  Location: 07-LA-110-11.89-LA (Lat: 33.902917,  Lng: -118.286250),  Route carried "on" structure: Ramp City street ,  Year Built: 1996,  Status: Open,  Structure Length: 24.16m (79.27ft),  Average Daily Traffic: 5,000 (year 2005),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,744 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: ROUTE 110,  Facility Carried by Structure: ROSECRANS ON-RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.890,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2008,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2760Y,  Location: 07-LA-091-6.03-LA (Lat: 33.855000,  Lng: -118.288333),  Route carried "on" structure: State highway 91,  Year Built: 1994,  Status: Open,  Structure Length: 2.26m (7.41ft),  Average Daily Traffic: 4,500 (year 1998),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,182 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: DOMINGUEZ CHANNEL,  Facility Carried by Structure: PARK &RIDE ACCESS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.030,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 11.3m (37.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.1m (52.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: 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: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: High priority of corrective action,  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2009,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2772,  Location: 07-LA-001-27.4-LA (Lat: 33.955000,  Lng: -118.395000),  Route carried "on" structure: City street ,  Year Built: 1993,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 32,000 (year 2001),  Truck Traffic: 1%,  Average Future Daily Traffic: 39,436 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: SR 1 (SEPULVEDA BLVD),  Facility Carried by Structure: 96TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  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: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.49m (18.01ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2009,  Bridge Improvement Cost: $1,053,000,  Roadway Improvement Cost: $210,000,  Total Project Cost: $1,769,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2773K,  Location: 07-LA-110-19.6-LA (Lat: 34.013333,  Lng: -118.278333),  Route carried "on" structure: Ramp Interstate 110,  Year Built: 1996,  Status: Open,  Structure Length: 31.00m (101.71ft),  Average Daily Traffic: 5,000 (year 2000),  Truck Traffic: 1%,  Average Future Daily Traffic: 10,338 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: 39TH ST, S110-MLK OFFRMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.600,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 46.3m (151.9ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Good,  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: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 31.00m (101.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2008,  Bridge Improvement Cost: $2,356,000,  Roadway Improvement Cost: $471,000,  Total Project Cost: $3,958,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2775,  Location: 07-LA-101-27.36-LA (Lat: 34.160000,  Lng: -118.638333),  Route carried "on" structure: City street L537,  Year Built: 1996,  Status: Open,  Structure Length: 8.26m (27.10ft),  Average Daily Traffic: 16,042 (year 1998),  Truck Traffic: 1%,  Average Future Daily Traffic: 23,531 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: US 101,  Facility Carried by Structure: VALLEY CIRCLE BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 24.7m (81.0ft),  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: 46.9m (153.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 24.7m (81.0ft),  Out-to-Out Width: 31.3m (102.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 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: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53 2778R,  Location: 07-LA-110-19.52-LA (Lat: 34.013333,  Lng: -118.278333),  Route carried "on" structure: Interstate 110,  Year Built: 1996,  Status: Open,  Structure Length: 10.24m (33.60ft),  Average Daily Traffic: 122,300 (year 1997),  Truck Traffic: 5%,  Average Future Daily Traffic: 128,866 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: HILLSIDE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.520,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Good,  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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2008,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2791,  Location: 07-LA-010-R8.83-LA (Lat: 34.036667,  Lng: -118.371667),  Route carried "on" structure: Interstate 10,  Year Built: 1994,  Status: Open,  Structure Length: 23.65m (77.59ft),  Average Daily Traffic: 278,000 (year 2004),  Truck Traffic: 4%,  Average Future Daily Traffic: 315,303 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: SR 187(VENICE),LA CIENEG
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.830,  Lanes on structure: 8,  Lanes under structure: 12,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 41.5m (136.2ft),  Skew: 39 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 43.6m (143.0ft),  Curb-To-Curb Width: 42.0m (137.8ft),  Out-to-Out Width: 43.1m (141.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2008,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2791S,  Location: 07-LA-010-R8.83-LA (Lat: 34.036667,  Lng: -118.371667),  Route carried "on" structure: Ramp Interstate 10,  Year Built: 1994,  Status: Open,  Structure Length: 26.76m (87.80ft),  Average Daily Traffic: 22,215 (year 1998),  Truck Traffic: 2%,  Average Future Daily Traffic: 25,760 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: SR 187(VENICE),LA CIENEG
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.830,  Lanes on structure: 1,  Lanes under structure: 14,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 43.6m (143.0ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Good,  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: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2008,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2792,  Location: 07-LA-010-R9.31-LA (Lat: 34.035000,  Lng: -118.368333),  Route carried "on" structure: Interstate 10,  Year Built: 1994,  Status: Open,  Structure Length: 14.97m (49.11ft),  Average Daily Traffic: 281,400 (year 2004),  Truck Traffic: 7%,  Average Future Daily Traffic: 314,788 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: FAIRFAX AV,WASHINGTON BL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.310,  Lanes on structure: 9,  Lanes under structure: 8,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 41.5m (136.2ft),  Skew: 39 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 37.3m (122.4ft),  Curb-To-Curb Width: 41.9m (137.5ft),  Out-to-Out Width: 43.1m (141.4ft)

Condition: Deck: Good,  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: 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: August 2008,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2793L,  Location: 07-LA-118-R8.63-LA (Lat: 34.271667,  Lng: -118.488333),  Route carried "on" structure: State highway 118,  Year Built: 1994,  Status: Open,  Structure Length: 20.57m (67.49ft),  Average Daily Traffic: 105,000 (year 1998),  Truck Traffic: 8%,  Average Future Daily Traffic: 136,794 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: SAN FERNANDO MISSION BL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.630,  Lanes on structure: 7,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 29.4m (96.5ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 55.5m (182.1ft),  Curb-To-Curb Width: 29.4m (96.5ft),  Out-to-Out Width: 29.4m (96.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 20.57m (67.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2008,  Bridge Improvement Cost: $6,048,000,  Roadway Improvement Cost: $1,209,000,  Total Project Cost: $10,160,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53 2793R,  Location: 07-LA-118-R8.63-LA (Lat: 34.271667,  Lng: -118.488333),  Route carried "on" structure: State highway 118,  Year Built: 1994,  Status: Open,  Structure Length: 24.90m (81.69ft),  Average Daily Traffic: 105,000 (year 1998),  Truck Traffic: 8%,  Average Future Daily Traffic: 136,794 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: SAN FERNANDO MISSION BL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.630,  Lanes on structure: 7,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 28.9m (94.8ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 55.5m (182.1ft),  Curb-To-Curb Width: 28.9m (94.8ft),  Out-to-Out Width: 30.1m (98.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 24.90m (81.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2008,  Bridge Improvement Cost: $7,495,000,  Roadway Improvement Cost: $1,499,000,  Total Project Cost: $12,591,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53 2794L,  Location: 07-LA-118-R8.84-LA (Lat: 34.270000,  Lng: -118.486667),  Route carried "on" structure: State highway 118,  Year Built: 1994,  Status: Open,  Structure Length: 8.56m (28.08ft),  Average Daily Traffic: 105,000 (year 1998),  Truck Traffic: 8%,  Average Future Daily Traffic: 136,794 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: BULL CREEK CANYON CHAN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.840,  Lanes on structure: 7,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 34.4m (112.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 41.1m (134.8ft),  Curb-To-Curb Width: 34.4m (112.9ft),  Out-to-Out Width: 35.0m (114.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 53.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53 2794R,  Location: 07-LA-118-R8.84-LA (Lat: 34.270000,  Lng: -118.486667),  Route carried "on" structure: State highway 118,  Year Built: 1994,  Status: Open,  Structure Length: 9.81m (32.19ft),  Average Daily Traffic: 105,000 (year 1998),  Truck Traffic: 8%,  Average Future Daily Traffic: 136,794 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: BULL CREEK CANYON CHAN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.840,  Lanes on structure: 7,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 34.2m (112.2ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 39.3m (128.9ft),  Curb-To-Curb Width: 34.2m (112.2ft),  Out-to-Out Width: 35.3m (115.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 53.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53 2795F,  Location: 07-LA-014-R24.73-LA (Lat: 34.334831,  Lng: -118.508300),  Route carried "on" structure: Ramp State highway 14,  Year Built: 1994,  Status: Open,  Structure Length: 48.22m (158.20ft),  Average Daily Traffic: 49,903 (year 1998),  Truck Traffic: 4%,  Average Future Daily Traffic: 53,478 (year 2029),  Design Load: HS 20,  Features Intersected: I 5, S14-S5T, I 5 TRUCK
Minimum Vertical Clearance: 5.53m (18.14ft),  Kilometerpoint: 24.730,  Lanes on structure: 3,  Lanes under structure: 16,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 60.4m (198.2ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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 2009,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53 2795G,  Location: 07-LA-005-R45.58-LA (Lat: 34.335000,  Lng: -118.508333),  Route carried "on" structure: Ramp Interstate 5,  Year Built: 1994,  Status: Open,  Structure Length: 31.70m (104.00ft),  Average Daily Traffic: 38,000 (year 1998),  Truck Traffic: 2%,  Average Future Daily Traffic: 51,232 (year 2029),  Design Load: HS 20,  Features Intersected: I 5 TRUCK BYPASS,S14-S5T
Minimum Vertical Clearance: 6.73m (22.08ft),  Kilometerpoint: 45.580,  Lanes on structure: 3,  Lanes under structure: 9,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 53.3m (174.9ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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 2009,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53 2796F,  Location: 07-LA-014-R24.92-LA (Lat: 34.336231,  Lng: -118.510050),  Route carried "on" structure: Ramp State highway 14,  Year Built: 1994,  Status: Open,  Structure Length: 43.86m (143.90ft),  Average Daily Traffic: 1,600 (year 1998),  Truck Traffic: 40%,  Average Future Daily Traffic: 2,308 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: I 5 TRUCK BYPASS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.920,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 50.6m (166.0ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 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: Meets minimum limits,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2009,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53 2797F,  Location: 07-LA-005-R45.69-LA (Lat: 34.335000,  Lng: -118.508333),  Route carried "on" structure: Ramp Interstate 5,  Year Built: 1994,  Status: Open,  Structure Length: 39.56m (129.79ft),  Average Daily Traffic: 1,000 (year 1998),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,467 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: I 5,SR 14,CONNS,THE OLD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 45.690,  Lanes on structure: 2,  Lanes under structure: 16,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 66.4m (217.8ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2009,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete