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

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Structure Number: 57 0309,  Location: 11-SD-125-13.8-LMSA (Lat: 32.756667,  Lng: -117.006667),  Route carried "on" structure: State highway 125,  Year Built: 1957,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 5.03m (16.50ft),  Average Daily Traffic: 124,000 (year 1998),  Truck Traffic: 1%,  Average Future Daily Traffic: 154,561 (year 2029),  Design Load: HS 20,  Features Intersected: PANORAMA DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.800,  Lanes on structure: 8,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 43.0m (141.1ft),  Skew: 34 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 43.0m (141.1ft),  Out-to-Out Width: 44.6m (146.3ft)

Condition: Deck: Fair,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 89.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 57 031,  Location: 11-SD-125-14.12-LMSA (Lat: 32.760000,  Lng: -117.003333),  Route carried "on" structure: City street ,  Year Built: 1957,  Status: Open,  Structure Length: 3.75m (12.30ft),  Average Daily Traffic: 1,000 (year 2001),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,576 (year 2029),  Design Load: HS 20,  Features Intersected: STATE ROUTE 125,  Facility Carried by Structure: MARIPOSA STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 8.0m (26.2ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 63.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.75m (12.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Bridge Improvement Cost: $522,000,  Roadway Improvement Cost: $52,000,  Total Project Cost: $783,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 57 0311L,  Location: 11-SD-125-14.74-LMSA (Lat: 32.768333,  Lng: -117.000000),  Route carried "on" structure: State highway 125,  Year Built: 1990,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 58,500 (year 2001),  Truck Traffic: 1%,  Average Future Daily Traffic: 77,280 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: LEMON AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.740,  Lanes on structure: 4,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 27.2m (89.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.0m (128.0ft),  Curb-To-Curb Width: 27.2m (89.2ft),  Out-to-Out Width: 28.2m (92.5ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 53.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 57 0311R,  Location: 11-SD-125-14.74-LMSA (Lat: 32.768333,  Lng: -117.000000),  Route carried "on" structure: State highway 125,  Year Built: 1990,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 62,000 (year 1998),  Truck Traffic: 1%,  Average Future Daily Traffic: 77,280 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: LEMON AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.740,  Lanes on structure: 5,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 23.6m (77.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.0m (128.0ft),  Curb-To-Curb Width: 23.6m (77.4ft),  Out-to-Out Width: 24.6m (80.7ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 53.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 57 0312L,  Location: 11-SD-125-R15.09-LMSA (Lat: 32.778333,  Lng: -117.001667),  Route carried "on" structure: State highway 125,  Year Built: 1989,  Status: Open,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 62,000 (year 1998),  Truck Traffic: 1%,  Average Future Daily Traffic: 77,280 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: GROSSMONT BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.090,  Lanes on structure: 5,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 29.7m (97.4ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 37.5m (123.0ft),  Curb-To-Curb Width: 29.7m (97.4ft),  Out-to-Out Width: 30.7m (100.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 53.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 57 0312R,  Location: 11-SD-125-R15.09-LMSA (Lat: 32.773375,  Lng: -117.002103),  Route carried "on" structure: State highway 125,  Year Built: 1990,  Status: Open,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 62,000 (year 1998),  Truck Traffic: 1%,  Average Future Daily Traffic: 77,280 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: GROSSMONT BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.090,  Lanes on structure: 6,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 27.4m (89.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 37.5m (123.0ft),  Curb-To-Curb Width: 27.4m (89.9ft),  Out-to-Out Width: 28.4m (93.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 53.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 57 0327,  Location: 11-SD-008-10.61-LMSA (Lat: 32.773333,  Lng: -117.028333),  Route carried "on" structure: Interstate 8,  Year Built: 1939,  Year Reconstructed: 1961,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 197,000 (year 2000),  Truck Traffic: 1%,  Average Future Daily Traffic: 256,744 (year 2028),  Design Load: HS 20,  Features Intersected: ALVARADO CANYON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.610,  Lanes on structure: 9,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 46.9m (153.9ft),  Skew: 33 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 47.9m (157.2ft),  Out-to-Out Width: 54.6m (179.1ft)

Condition: Channel: Very good,  Culverts: 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: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006

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Structure Number: 57 0329,  Location: 11-SD-008-10.57-LMSA (Lat: 32.773333,  Lng: -117.030000),  Route carried "on" structure: City street S128,  Year Built: 1956,  Year Reconstructed: 1961,  Status: Open,  Structure Length: 8.23m (27.00ft),  Average Daily Traffic: 28,323 (year 2001),  Truck Traffic: 1%,  Average Future Daily Traffic: 27,150 (year 2028),  Design Load: HS 20,  Features Intersected: ROUTE 8,  Facility Carried by Structure: FLETCHER PRKWY
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: 13.0m (42.7ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 12.7m (41.7ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Good,  Operating Rating: 56.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.0 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,  Length Of Structure Improvement: 8.23m (27.00ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 48 months,  Inspection Date: June 2006,  Other Special Inspection Date: Febuary 2006,  Bridge Improvement Cost: $1,373,000,  Roadway Improvement Cost: $137,000,  Total Project Cost: $2,059,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 57 033,  Location: 11-SD-008-11.76-LMSA (Lat: 32.775000,  Lng: -117.010000),  Route carried "on" structure: Interstate 8,  Year Built: 1956,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 4.21m (13.81ft),  Average Daily Traffic: 170,000 (year 2000),  Truck Traffic: 4%,  Average Future Daily Traffic: 256,744 (year 2028),  Design Load: HS 20,  Features Intersected: JACKSON DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.760,  Lanes on structure: 13,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 63.4m (208.0ft),  Skew: 39 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 63.5m (208.3ft),  Out-to-Out Width: 65.2m (213.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 55.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 57 0341,  Location: 11-SD-008-9.59-LMSA (Lat: 32.773333,  Lng: -117.045000),  Route carried "on" structure: City street S271,  Year Built: 1957,  Status: Open,  Structure Length: 7.62m (25.00ft),  Average Daily Traffic: 19,200 (year 1999),  Truck Traffic: 4%,  Average Future Daily Traffic: 25,674 (year 2028),  Design Load: HS 20,  Features Intersected: INTERSTATE 8,  Facility Carried by Structure: LAKE MURRAY BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 19.0m (62.3ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.7m (81.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 19.0m (62.3ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 51.7 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: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57 0342,  Location: 11-SD-008-13.04-LMSA (Lat: 32.778333,  Lng: -116.915000),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 6.89m (22.60ft),  Average Daily Traffic: 19,600 (year 2001),  Truck Traffic: 1%,  Average Future Daily Traffic: 26,018 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: ROUTE 8,  Facility Carried by Structure: GROSSMONT BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.8m (110.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Satisfactory,  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 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: June 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 57 0404,  Location: 11-SD-008-10.97-LMSA (Lat: 32.770000,  Lng: -117.023333),  Route carried "on" structure: City street S157,  Year Built: 1962,  Status: Open,  Structure Length: 7.74m (25.39ft),  Average Daily Traffic: 39,100 (year 2000),  Truck Traffic: 1%,  Average Future Daily Traffic: 46,214 (year 2028),  Design Load: HS 20,  Features Intersected: INTERSTATE 8,  Facility Carried by Structure: SPRING ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 6.8m (22.3ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 6.8m (22.3ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 68.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 57 0431,  Location: 11-SD-008-11.1-LMSA (Lat: 32.771667,  Lng: -117.020000),  Route carried "on" structure: Ramp Interstate 8,  Year Built: 1962,  Status: Open,  Structure Length: 11.03m (36.19ft),  Average Daily Traffic: 12,700 (year 2000),  Truck Traffic: 4%,  Average Future Daily Traffic: 16,945 (year 2028),  Design Load: HS 20,  Features Intersected: ROUTE 8
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.100,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 8.6m (28.2ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 39.6m (129.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 92.3 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.03m (36.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Bridge Improvement Cost: $1,377,000,  Roadway Improvement Cost: $138,000,  Total Project Cost: $2,065,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 57 0432,  Location: 11-SD-008-11.03-LMSA (Lat: 32.771667,  Lng: -117.021667),  Route carried "on" structure: Ramp City street ,  Year Built: 1962,  Status: Open,  Structure Length: 6.52m (21.39ft),  Average Daily Traffic: 12,700 (year 2000),  Truck Traffic: 1%,  Average Future Daily Traffic: 15,405 (year 2028),  Design Load: HS 20,  Features Intersected: ROUTE 8,  Facility Carried by Structure: SPRING ST-W8 ON RA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 8.6m (28.2ft),  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: 22.6m (74.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Good,  Operating Rating: 71.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.1 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 minimum criteria,  Length Of Structure Improvement: 6.52m (21.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Bridge Improvement Cost: $814,000,  Roadway Improvement Cost: $81,000,  Total Project Cost: $1,221,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 57 0538L,  Location: 11-SD-094-R11.08-LMSA (Lat: 32.750000,  Lng: -117.000000),  Route carried "on" structure: State highway 94,  Year Built: 1966,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 3.84m (12.60ft),  Average Daily Traffic: 71,000 (year 1999),  Truck Traffic: 6%,  Average Future Daily Traffic: 100,670 (year 2029),  Design Load: HS 20,  Features Intersected: BANCROFT DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.080,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.1m (59.4ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 64.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 57 0538R,  Location: 11-SD-094-R11.08-LMSA (Lat: 32.750000,  Lng: -117.000000),  Route carried "on" structure: State highway 94,  Year Built: 1966,  Status: Open,  Structure Length: 3.84m (12.60ft),  Average Daily Traffic: 71,000 (year 1999),  Truck Traffic: 1%,  Average Future Daily Traffic: 123,649 (year 2029),  Design Load: HS 20,  Features Intersected: BANCROFT DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.080,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 66.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.5 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: Febuary 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 57 0798R,  Location: 11-SD-094-R10.49-LMSA (Lat: 32.753333,  Lng: -117.010000),  Route carried "on" structure: State highway 94,  Year Built: 1976,  Status: Open,  Structure Length: 10.33m (33.89ft),  Average Daily Traffic: 71,000 (year 1999),  Truck Traffic: 6%,  Average Future Daily Traffic: 100,670 (year 2029),  Design Load: HS 20,  Features Intersected: CAMPO ROAD-N125
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.490,  Lanes on structure: 3,  Lanes under structure: 3,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 19.8m (65.0ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 19.8m (65.0ft),  Out-to-Out Width: 20.9m (68.6ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 57 0802K,  Location: 11-SD-094-R10.59-LMSA (Lat: 32.755000,  Lng: -117.008333),  Route carried "on" structure: Ramp State highway 94,  Year Built: 1976,  Status: Open,  Structure Length: 14.11m (46.29ft),  Average Daily Traffic: 4,250 (year 2003),  Truck Traffic: 2%,  Average Future Daily Traffic: 7,728 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 125
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.590,  Lanes on structure: 1,  Lanes under structure: 8,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 55.2m (181.1ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 84.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 57 0803,  Location: 11-SD-094-R10.72-LMSA (Lat: 32.751667,  Lng: -117.008333),  Route carried "on" structure: County highway ,  Year Built: 1976,  Status: Open,  Structure Length: 20.06m (65.81ft),  Average Daily Traffic: 15,700 (year 2004),  Average Future Daily Traffic: 25,760 (year 2029),  Design Load: HS 20,  Features Intersected: STATE ROUTE 94,  Facility Carried by Structure: CAMPO 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: 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: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 56.1m (184.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: Febuary 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 57 0863,  Location: 11-SD-008-10.78-LMSA (Lat: 32.771667,  Lng: -117.025000),  Route carried "on" structure: City street S272,  Year Built: 1973,  Status: Open,  Structure Length: 13.84m (45.41ft),  Average Daily Traffic: 26,000 (year 2000),  Truck Traffic: 1%,  Average Future Daily Traffic: 35,944 (year 2028),  Design Load: HS 20,  Features Intersected: ROUTE 8,  Facility Carried by Structure: BALTIMORE DR
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: 23.6m (77.4ft),  Skew: 39 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 53.3m (174.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 17.8m (58.4ft),  Out-to-Out Width: 24.2m (79.4ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 64.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: June 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 57 0950L,  Location: 11-SD-125-R15.35-LMSA (Lat: 32.777625,  Lng: -117.003822),  Route carried "on" structure: State highway 125,  Year Built: 1992,  Status: Open,  Structure Length: 16.52m (54.20ft),  Average Daily Traffic: 62,000 (year 1998),  Truck Traffic: 1%,  Average Future Daily Traffic: 77,280 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: I 8 & CONNECTORS
Minimum Vertical Clearance: 6.47m (21.23ft),  Kilometerpoint: 15.350,  Lanes on structure: 3,  Lanes under structure: 15,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 16.3m (53.5ft),  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: 52.1m (170.9ft),  Curb-To-Curb Width: 16.3m (53.5ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 53.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57 0950R,  Location: 11-SD-125-R15.35-LMSA (Lat: 32.777744,  Lng: -117.003511),  Route carried "on" structure: State highway 125,  Year Built: 1991,  Status: Open,  Structure Length: 16.49m (54.10ft),  Average Daily Traffic: 62,000 (year 1998),  Truck Traffic: 1%,  Average Future Daily Traffic: 77,280 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 8 & RAMPS
Minimum Vertical Clearance: 6.80m (22.31ft),  Kilometerpoint: 15.350,  Lanes on structure: 4,  Lanes under structure: 13,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 20.2m (66.3ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 52.1m (170.9ft),  Curb-To-Curb Width: 20.2m (66.3ft),  Out-to-Out Width: 21.2m (69.6ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 53.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57 0951G,  Location: 11-SD-008-11.94-LMSA (Lat: 32.776667,  Lng: -117.001667),  Route carried "on" structure: Ramp Interstate 8,  Year Built: 1990,  Status: Open,  Structure Length: 48.07m (157.71ft),  Average Daily Traffic: 8,000 (year 2003),  Truck Traffic: 2%,  Average Future Daily Traffic: 10,270 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: LA MESA BL & S125-GRSMNT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.940,  Lanes on structure: 1,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  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: 65.5m (214.9ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 9.1m (29.9ft)

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: Superior to present desirable criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57 0952F,  Location: 11-SD-008-12.32-LMSA (Lat: 32.778333,  Lng: -117.003333),  Route carried "on" structure: Ramp Interstate 8,  Year Built: 1989,  Status: Open,  Structure Length: 42.49m (139.40ft),  Average Daily Traffic: 31,000 (year 2000),  Truck Traffic: 5%,  Average Future Daily Traffic: 41,080 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: I 8 & SR 125, & CONNS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.320,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 16.0m (52.5ft),  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: 61.6m (202.1ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.5m (54.1ft)

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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57 0953,  Location: 11-SD-008-12.12-LMSA (Lat: 32.776667,  Lng: -117.003333),  Route carried "on" structure: Interstate 8,  Year Built: 1989,  Status: Open,  Structure Length: 3.75m (12.30ft),  Average Daily Traffic: 170,000 (year 2000),  Truck Traffic: 4%,  Average Future Daily Traffic: 256,744 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: LA MESA BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.120,  Lanes on structure: 8,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 43.0m (141.1ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.3m (119.1ft),  Curb-To-Curb Width: 42.9m (140.7ft),  Out-to-Out Width: 44.5m (146.0ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Satisfactory,  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 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: June 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 57 0953G,  Location: 11-SD-125-R15.43-LMSA (Lat: 32.777636,  Lng: -117.004619),  Route carried "on" structure: Ramp State highway 125,  Year Built: 1989,  Status: Open,  Structure Length: 11.64m (38.19ft),  Average Daily Traffic: 9,700 (year 1998),  Truck Traffic: 2%,  Average Future Daily Traffic: 15,456 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: LA MESA BL & W8-LA MESA
Minimum Vertical Clearance: 5.76m (18.90ft),  Kilometerpoint: 15.430,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 11.4m (37.4ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 57.6m (189.0ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.4m (40.7ft)

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: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to 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: May 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 57 0953S,  Location: 11-SD-008-12.12-LMSA (Lat: 32.776667,  Lng: -117.003333),  Route carried "on" structure: Ramp Interstate 8,  Year Built: 1989,  Status: Open,  Structure Length: 3.72m (12.20ft),  Average Daily Traffic: 4,800 (year 2003),  Truck Traffic: 1%,  Average Future Daily Traffic: 7,702 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: LA MESA BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.120,  Lanes on structure: 1,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.0m (118.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.3m (27.2ft)

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: 32.4 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 57 0954G,  Location: 11-SD-125-R15.46-LMSA (Lat: 32.778081,  Lng: -117.001614),  Route carried "on" structure: Ramp State highway 125,  Year Built: 1989,  Status: Open,  Structure Length: 11.89m (39.01ft),  Average Daily Traffic: 30,800 (year 1998),  Truck Traffic: 2%,  Average Future Daily Traffic: 51,520 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: E8-SEVERIN OFF & LA MESA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.460,  Lanes on structure: 3,  Lanes under structure: 2,  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: 3,  Length of Maximum Span: 51.8m (169.9ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Fair,  Superstructure: Very good,  Substructure: Satisfactory,  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 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: May 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 57 0955,  Location: 11-SD-008-12.65-LMSA (Lat: 32.778333,  Lng: -116.995000),  Route carried "on" structure: City street S151,  Year Built: 1989,  Status: Open,  Structure Length: 8.72m (28.61ft),  Average Daily Traffic: 30,400 (year 2000),  Truck Traffic: 1%,  Average Future Daily Traffic: 41,080 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: ROUTE 8,  Facility Carried by Structure: SEVERIN DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 14,  Owner: State Highway Agency,  Approaching Roadway Width: 24.0m (78.7ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 43.3m (142.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 24.0m (78.7ft),  Out-to-Out Width: 27.6m (90.6ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Satisfactory,  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 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: June 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 57 0969S,  Location: 11-SD-125-R15.21-LMSA (Lat: 32.775528,  Lng: -117.002525),  Route carried "on" structure: Ramp State highway 125,  Year Built: 1992,  Status: Open,  Structure Length: 14.66m (48.10ft),  Average Daily Traffic: 1,000 (year 1998),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,121 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: N125-E8 CONNECTOR RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.210,  Lanes on structure: 1,  Lanes under structure: 3,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 66.8m (219.2ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 53.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: May 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 57 0970F,  Location: 11-SD-125-R15.38-LMSA (Lat: 32.777158,  Lng: -117.005094),  Route carried "on" structure: Ramp State highway 125,  Year Built: 1992,  Status: Open,  Structure Length: 38.71m (127.00ft),  Average Daily Traffic: 7,800 (year 1998),  Truck Traffic: 2%,  Average Future Daily Traffic: 10,304 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: I 8, CONN, RAMPS
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 15.380,  Lanes on structure: 1,  Lanes under structure: 25,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 47.5m (155.8ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 9.1m (29.9ft)

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: Equal to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 38.71m (127.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $4,227,000,  Roadway Improvement Cost: $423,000,  Total Project Cost: $6,341,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 57 0971F,  Location: 11-SD-125-R15.56-LMSA (Lat: 32.779883,  Lng: -117.004936),  Route carried "on" structure: Ramp State highway 125,  Year Built: 1992,  Status: Open,  Structure Length: 4.08m (13.39ft),  Average Daily Traffic: 2,001 (year 1998),  Truck Traffic: 4%,  Average Future Daily Traffic: 4,121 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: MURRAY DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.560,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 13.9m (45.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.9m (130.9ft),  Curb-To-Curb Width: 13.9m (45.6ft),  Out-to-Out Width: 14.9m (48.9ft)

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: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57 0971L,  Location: 11-SD-125-R15.56-LMSA (Lat: 32.779967,  Lng: -117.004569),  Route carried "on" structure: State highway 125,  Year Built: 1992,  Status: Open,  Structure Length: 4.18m (13.71ft),  Average Daily Traffic: 62,000 (year 1998),  Truck Traffic: 1%,  Average Future Daily Traffic: 77,280 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: MURRAY DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.560,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 20.3m (66.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 40.8m (133.9ft),  Curb-To-Curb Width: 20.3m (66.6ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 57 0971R,  Location: 11-SD-125-R15.56-LMSA (Lat: 32.780022,  Lng: -117.004269),  Route carried "on" structure: State highway 125,  Year Built: 1991,  Status: Open,  Structure Length: 3.93m (12.89ft),  Average Daily Traffic: 62,000 (year 1998),  Truck Traffic: 1%,  Average Future Daily Traffic: 77,280 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: MURRAY DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.560,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 16.3m (53.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 38.7m (127.0ft),  Curb-To-Curb Width: 16.3m (53.5ft),  Out-to-Out Width: 17.3m (56.8ft)

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: 32.4 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 57 0972L,  Location: 11-SD-125-18.42-LMSA (Lat: 32.784633,  Lng: -117.006067),  Route carried "on" structure: State highway 125,  Year Built: 2001,  Status: Open,  Structure Length: 20.70m (67.91ft),  Average Daily Traffic: 19,500 (year 2000),  Truck Traffic: 1%,  Average Future Daily Traffic: 30,912 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: FLETCHER PKWY & LRT
Minimum Vertical Clearance: 99.90m (327.76ft),  Kilometerpoint: 18.420,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 39 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 58.5m (191.9ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 25.4m (83.3ft)

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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 57 0972R,  Location: 11-SD-125-18.42-LMSA (Lat: 32.783333,  Lng: -117.003333),  Route carried "on" structure: State highway 125,  Year Built: 1992,  Status: Open,  Structure Length: 19.96m (65.49ft),  Average Daily Traffic: 19,500 (year 2000),  Truck Traffic: 1%,  Average Future Daily Traffic: 30,912 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: FLETCHER PKWY & LRT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.420,  Lanes on structure: 5,  Lanes under structure: 8,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 39 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 61.6m (202.1ft),  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 24.8m (81.4ft)

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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 57 0973G,  Location: 11-SD-008-11.96-LMSA (Lat: 32.776667,  Lng: -117.005000),  Route carried "on" structure: Ramp Interstate 8,  Year Built: 1993,  Status: Open,  Structure Length: 43.13m (141.50ft),  Average Daily Traffic: 8,600 (year 2003),  Truck Traffic: 4%,  Average Future Daily Traffic: 12,324 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: I 8 & SR 125, & CONNS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.960,  Lanes on structure: 2,  Lanes under structure: 16,  Owner: State Highway Agency,  Approaching Roadway Width: 13.0m (42.7ft),  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: 73.2m (240.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

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: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57 0974F,  Location: 11-SD-008-12.4-LMSA (Lat: 32.778333,  Lng: -117.000000),  Route carried "on" structure: Ramp Interstate 8,  Year Built: 1992,  Status: Open,  Structure Length: 12.71m (41.70ft),  Average Daily Traffic: 5,700 (year 2000),  Truck Traffic: 2%,  Average Future Daily Traffic: 7,189 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: N125-W8 & SEVERIN DR-W8
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.400,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 9.1m (29.9ft)

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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 57 0975F,  Location: 11-SD-125-R15.47-LMSA (Lat: 32.778064,  Lng: -117.005489),  Route carried "on" structure: Ramp State highway 125,  Year Built: 1992,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 5,700 (year 1998),  Truck Traffic: 2%,  Average Future Daily Traffic: 10,304 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: GROSSMONT CENTER DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.470,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.6m (34.8ft),  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: 46.9m (153.9ft),  Curb-To-Curb Width: 10.6m (34.8ft),  Out-to-Out Width: 11.6m (38.1ft)

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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 57 0985,  Location: 11-SD-125-18.33-LMSA (Lat: 32.782203,  Lng: -117.005144),  Route carried "on" structure: City street ,  Year Built: 1992,  Status: Open,  Structure Length: 8.26m (27.10ft),  Average Daily Traffic: 3,240 (year 1998),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,152 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: ROUTE 125,  Facility Carried by Structure: WAKARUSA STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 22 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 41.8m (137.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to 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: May 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 57 0988H,  Location: 11-SD-008-12.3-LMSA (Lat: 32.780000,  Lng: -117.001667),  Route carried "on" structure: Ramp Interstate 8,  Year Built: 1992,  Status: Open,  Structure Length: 9.78m (32.09ft),  Average Daily Traffic: 4,900 (year 2000),  Truck Traffic: 2%,  Average Future Daily Traffic: 6,161 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: N125-W8 CONN & MURRAY DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.300,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 48.8m (160.1ft),  Curb-To-Curb Width: 17.6m (57.7ft),  Out-to-Out Width: 18.6m (61.0ft)

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: 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: June 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 57 1044,  Location: 11-SD-125-18.66-LMSA (Lat: 32.786872,  Lng: -117.006317),  Route carried "on" structure: City street ,  Year Built: 2001,  Status: Open,  Structure Length: 11.09m (36.38ft),  Average Daily Traffic: 14,300 (year 2003),  Truck Traffic: 1%,  Average Future Daily Traffic: 20,608 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 125,  Facility Carried by Structure: AMAYA DRIVE
Minimum Vertical Clearance: 99.90m (327.76ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 21.2m (69.6ft),  Skew: 39 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 58.4m (191.6ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 21.2m (69.6ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Satisfactory,  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 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: May 2007

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Structure Number: 57 1045,  Location: 11-SD-125-18.94-LMSA (Lat: 32.790917,  Lng: -117.006411),  Route carried "on" structure: City street ,  Year Built: 2001,  Status: Open,  Structure Length: 7.47m (24.51ft),  Average Daily Traffic: 9,660 (year 2003),  Truck Traffic: 1%,  Average Future Daily Traffic: 10,304 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 125,  Facility Carried by Structure: DALLAS STREET
Minimum Vertical Clearance: 99.90m (327.76ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 38.6m (126.6ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 17.6m (57.7ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Satisfactory,  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 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: May 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57 1061,  Location: 11-SD-094-10.2-LMSA (Lat: 34.752250,  Lng: -117.014467),  Route carried "on" structure: State highway 94,  Year Built: 2003,  Status: Open,  Structure Length: 13.16m (43.18ft),  Average Daily Traffic: 71,000 (year 1999),  Truck Traffic: 4%,  Average Future Daily Traffic: 89,697 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: SPRING ST- S125 ONRAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.200,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.4m (37.4ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 49.7m (163.1ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  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: Febuary 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 57C0097,  Location: 1.3 MI WEST ROUTE 125 (Lat: 32.770139,  Lng: -117.023917),  Route carried "on" structure: City street S125,  Year Built: 1962,  Status: Open,  Structure Length: 8.56m (28.08ft),  Average Daily Traffic: 15,000 (year 1991),  Truck Traffic: 2%,  Average Future Daily Traffic: 20,954 (year 2029),  Design Load: HS 20,  Features Intersected: SPRING ST, SDIV RR, LRT,  Facility Carried by Structure: EL CAJON BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 29 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Good,  Operating Rating: 58.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 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: August 2007,  Deck Structure Type: Concrete Cast-file-Place