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

Find on map >>   Show street view

Structure Number: 29 0120G,  Location: 10-SJ-099-18.02-STKN (Lat: 37.952500,  Lng: -121.238431),  Route carried "on" structure: Ramp State highway 99,  Year Built: 1949,  Status: Open,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 5,000 (year 1998),  Truck Traffic: 16%,  Average Future Daily Traffic: 13,803 (year 2029),  Design Load: H 20,  Features Intersected: STATE ROUTE 99
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.020,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 57.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 4.11m (13.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 11,  Bridge Improvement Cost: $894,000,  Roadway Improvement Cost: $178,000,  Total Project Cost: $1,503,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 29 0156G,  Location: 10-SJ-099-16.87-STKN (Lat: 37.936194,  Lng: -121.234292),  Route carried "on" structure: Ramp State highway 99,  Year Built: 1959,  Status: Open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 3,300 (year 1998),  Truck Traffic: 4%,  Average Future Daily Traffic: 10,167 (year 2028),  Design Load: HS 20,  Features Intersected: STATE ROUTE 99
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.870,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 60.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 10,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 29 0173L,  Location: 10-SJ-005-28.26-STKN (Lat: 37.961667,  Lng: -121.330000),  Route carried "on" structure: Interstate 5,  Year Built: 1968,  Status: Open,  Structure Length: 12.41m (40.72ft),  Average Daily Traffic: 52,500 (year 2009),  Truck Traffic: 23%,  Average Future Daily Traffic: 101,000 (year 2029),  Features Intersected: SMITH CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.260,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 22.3m (73.2ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 17.4m (57.1ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 22.6m (74.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 58.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.3 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: Febuary 11,  Underwater Inspection Date: September 2009,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 29 0173R,  Location: 10-SJ-005-28.26-STKN (Lat: 37.961667,  Lng: -121.330000),  Route carried "on" structure: Interstate 5,  Year Built: 1968,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 12.44m (40.81ft),  Average Daily Traffic: 52,500 (year 2009),  Truck Traffic: 7%,  Average Future Daily Traffic: 101,000 (year 2029),  Design Load: HS 20,  Features Intersected: SMITH CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.260,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 17.4m (57.1ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 55.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.4 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: Febuary 11,  Underwater Inspection Date: September 2009,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 29 0175L,  Location: 10-SJ-005-31-STKN (Lat: 37.998333,  Lng: -121.346667),  Route carried "on" structure: Interstate 5,  Year Built: 1968,  Status: Open,  Structure Length: 6.52m (21.39ft),  Average Daily Traffic: 55,500 (year 2009),  Truck Traffic: 23%,  Average Future Daily Traffic: 123,440 (year 2033),  Design Load: HS 20+Mod,  Features Intersected: FOURTEEN MILE SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.000,  Lanes on structure: 3,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 64.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.6 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 11,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 29 0175R,  Location: 10-SJ-005-31-STKN (Lat: 37.998333,  Lng: -121.346667),  Route carried "on" structure: Interstate 5,  Year Built: 1968,  Status: Open,  Structure Length: 6.52m (21.39ft),  Average Daily Traffic: 55,500 (year 2009),  Truck Traffic: 23%,  Average Future Daily Traffic: 123,440 (year 2033),  Design Load: HS 20+Mod,  Features Intersected: FOURTEEN MILE SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.000,  Lanes on structure: 3,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.4m (53.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 64.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.6 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 11,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 29 0176L,  Location: 10-SJ-005-26.47-STKN (Lat: 37.953303,  Lng: -121.309556),  Route carried "on" structure: Interstate 5,  Year Built: 1972,  Status: Open,  Structure Length: 83.06m (272.51ft),  Average Daily Traffic: 113,000 (year 2009),  Truck Traffic: 7%,  Average Future Daily Traffic: 218,446 (year 2029),  Design Load: HS 20,  Features Intersected: WEBER,PERSHING,FREMONT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.470,  Lanes on structure: 5,  Lanes under structure: 8,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 5 degrees,  Navigation Control: Yes ( Vertical Clearance: 15.2m (49.9ft), Horizontal Clearance: 45.7m (149.9ft)),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 13,  Length of Maximum Span: 109.7m (359.9ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 29.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 13.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: Meets minimum limits,  Underclear: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 83.06m (272.51ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Other Special Inspection Frequency: Every 48 months,  Inspection Date: December 11,  Critical Feature Inspection Date: January 12,  Underwater Inspection Date: August 2009,  Other Special Inspection Date: January 12,  Bridge Improvement Cost: $55,542,000,  Roadway Improvement Cost: $11,108,000,  Total Project Cost: $93,311,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 29 0176R,  Location: 10-SJ-005-26.47-STKN (Lat: 37.953125,  Lng: -121.308614),  Route carried "on" structure: Interstate 5,  Year Built: 1972,  Status: Open,  Structure Length: 83.06m (272.51ft),  Average Daily Traffic: 56,500 (year 2009),  Truck Traffic: 23%,  Average Future Daily Traffic: 109,223 (year 2029),  Design Load: HS 20,  Features Intersected: WEBER,PERSHING,FREMONT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.470,  Lanes on structure: 5,  Lanes under structure: 8,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 5 degrees,  Navigation Control: Yes ( Vertical Clearance: 15.2m (49.9ft), Horizontal Clearance: 45.7m (149.9ft)),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 14,  Length of Maximum Span: 109.7m (359.9ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 26.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 12.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: Meets minimum limits,  Underclear: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 83.06m (272.51ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: December 11,  Critical Feature Inspection Date: September 10,  Underwater Inspection Date: August 2009,  Bridge Improvement Cost: $58,164,000,  Roadway Improvement Cost: $11,632,000,  Total Project Cost: $97,716,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 29 0188L,  Location: 10-SJ-005-27.91-STKN (Lat: 37.957128,  Lng: -121.329525),  Route carried "on" structure: Interstate 5,  Year Built: 1970,  Status: Open,  Structure Length: 5.06m (16.60ft),  Average Daily Traffic: 113,000 (year 2009),  Truck Traffic: 7%,  Average Future Daily Traffic: 218,446 (year 2029),  Design Load: HS 20,  Features Intersected: MONTE DIABLO AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.910,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 50.3m (165.0ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 11,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 29 0188R,  Location: 10-SJ-005-27.91-STKN (Lat: 37.957194,  Lng: -121.329111),  Route carried "on" structure: Interstate 5,  Year Built: 1970,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 5.12m (16.80ft),  Average Daily Traffic: 56,500 (year 2009),  Truck Traffic: 23%,  Average Future Daily Traffic: 109,223 (year 2029),  Design Load: HS 20,  Features Intersected: MONTE DIABLO AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.910,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 24.9m (81.7ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 50.9m (167.0ft),  Curb-To-Curb Width: 24.9m (81.7ft),  Out-to-Out Width: 25.5m (83.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 99.8 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: 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: December 11,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 29 0189L,  Location: 10-SJ-005-28.53-STKN (Lat: 37.963333,  Lng: -121.333333),  Route carried "on" structure: Interstate 5,  Year Built: 1970,  Status: Open,  Structure Length: 3.84m (12.60ft),  Average Daily Traffic: 62,000 (year 2009),  Truck Traffic: 23%,  Average Future Daily Traffic: 98,956 (year 2033),  Design Load: HS 20,  Features Intersected: COUNTRY CLUB BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.530,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.4m (53.8ft)

Condition: Deck: Fair,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 76.8 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 11,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 29 0189R,  Location: 10-SJ-005-28.53-STKN (Lat: 37.963333,  Lng: -121.333333),  Route carried "on" structure: Interstate 5,  Year Built: 1970,  Status: Open,  Structure Length: 3.84m (12.60ft),  Average Daily Traffic: 62,000 (year 2009),  Truck Traffic: 23%,  Average Future Daily Traffic: 98,956 (year 2033),  Design Load: HS 20,  Features Intersected: COUNTRY CLUB BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.530,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 70.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 11,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 29 0193L,  Location: 10-SJ-005-29.99-STKN (Lat: 37.985000,  Lng: -121.341667),  Route carried "on" structure: Interstate 5,  Year Built: 1970,  Status: Open,  Structure Length: 4.08m (13.39ft),  Average Daily Traffic: 62,000 (year 2009),  Truck Traffic: 23%,  Average Future Daily Traffic: 98,956 (year 2033),  Design Load: HS 20,  Features Intersected: MARCH LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.990,  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),  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: 40.2m (131.9ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Fair,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 87.5 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 minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 11,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 29 0193R,  Location: 10-SJ-005-29.99-STKN (Lat: 37.985000,  Lng: -121.341667),  Route carried "on" structure: Interstate 5,  Year Built: 1970,  Status: Open,  Structure Length: 4.08m (13.39ft),  Average Daily Traffic: 62,000 (year 2009),  Truck Traffic: 23%,  Average Future Daily Traffic: 98,956 (year 2033),  Design Load: HS 20,  Features Intersected: MARCH LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.990,  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),  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: 40.2m (131.9ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Fair,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 87.5 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 minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 11,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 29 0194L,  Location: 10-SJ-005-31.45-STKN (Lat: 38.005000,  Lng: -121.348333),  Route carried "on" structure: Interstate 5,  Year Built: 1970,  Status: Open,  Structure Length: 3.87m (12.70ft),  Average Daily Traffic: 55,500 (year 2009),  Truck Traffic: 23%,  Average Future Daily Traffic: 123,440 (year 2033),  Design Load: HS 20,  Features Intersected: BEN HOLT DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.450,  Lanes on structure: 3,  Lanes under structure: 7,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 86.2 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: Somewhat better than minimum adequacy,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 11,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 29 0194R,  Location: 10-SJ-005-31.45-STKN (Lat: 38.005000,  Lng: -121.348333),  Route carried "on" structure: Interstate 5,  Year Built: 1970,  Status: Open,  Structure Length: 3.87m (12.70ft),  Average Daily Traffic: 55,500 (year 2009),  Truck Traffic: 23%,  Average Future Daily Traffic: 123,440 (year 2033),  Design Load: HS 20,  Features Intersected: BEN HOLT DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.450,  Lanes on structure: 3,  Lanes under structure: 7,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Poor,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 86.2 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: Somewhat better than minimum adequacy,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 11,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 29 0195L,  Location: 10-SJ-005-27.28-STKN (Lat: 37.955889,  Lng: -121.317936),  Route carried "on" structure: Interstate 5,  Year Built: 1970,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 113,000 (year 2009),  Truck Traffic: 7%,  Average Future Daily Traffic: 218,446 (year 2029),  Design Load: HS 20,  Features Intersected: BUENA VISTA UC
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.280,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.2m (108.9ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 78.9 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 11,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 29 0195R,  Location: 10-SJ-005-27.28-STKN (Lat: 37.956114,  Lng: -121.318000),  Route carried "on" structure: Interstate 5,  Year Built: 1970,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 56,500 (year 2009),  Truck Traffic: 23%,  Average Future Daily Traffic: 109,223 (year 2029),  Design Load: HS 20,  Features Intersected: BUENA VISTA UC
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.280,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 24.2m (79.4ft),  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: 33.2m (108.9ft),  Curb-To-Curb Width: 24.2m (79.4ft),  Out-to-Out Width: 26.5m (86.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 78.9 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 11,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 29 0196,  Location: 10-SJ-005-27.79-STKN (Lat: 37.956542,  Lng: -121.327947),  Route carried "on" structure: Interstate 5,  Year Built: 1970,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 113,000 (year 2009),  Truck Traffic: 7%,  Average Future Daily Traffic: 218,446 (year 2029),  Design Load: HS 20,  Features Intersected: UP RR SPUR, W ACACIA ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.790,  Lanes on structure: 9,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 51.8m (169.9ft),  Skew: 32 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 51.7m (169.6ft),  Out-to-Out Width: 57.9m (190.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.3 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 11,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 29 0198L,  Location: 10-SJ-005-27.66-STKN (Lat: 37.956028,  Lng: -121.324939),  Route carried "on" structure: Interstate 5,  Year Built: 1970,  Status: Open,  Structure Length: 3.51m (11.52ft),  Average Daily Traffic: 113,000 (year 2009),  Truck Traffic: 7%,  Average Future Daily Traffic: 218,446 (year 2029),  Design Load: HS 20,  Features Intersected: CARLTON AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.660,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 34.7m (113.8ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 22.6m (74.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 78.9 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 11,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 29 0198R,  Location: 10-SJ-005-27.66-STKN (Lat: 37.956314,  Lng: -121.324989),  Route carried "on" structure: Interstate 5,  Year Built: 1970,  Status: Open,  Structure Length: 3.51m (11.52ft),  Average Daily Traffic: 56,500 (year 2009),  Truck Traffic: 23%,  Average Future Daily Traffic: 109,223 (year 2029),  Design Load: HS 20,  Features Intersected: CARLTON AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.660,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 34.7m (113.8ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Good,  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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 11,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 29 0198S,  Location: 10-SJ-005-27.66-STKN (Lat: 37.956517,  Lng: -121.325053),  Route carried "on" structure: Ramp Interstate 5,  Year Built: 1970,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 3.60m (11.81ft),  Average Daily Traffic: 1,750 (year 2009),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,009 (year 2029),  Design Load: HS 20,  Features Intersected: CARLTON AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.660,  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: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.8m (117.5ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 78.0 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 11,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 29 0202S,  Location: 10-SJ-005-27-STKN (Lat: 37.956303,  Lng: -121.311625),  Route carried "on" structure: Ramp Interstate 5,  Year Built: 1970,  Status: Open,  Structure Length: 3.51m (11.52ft),  Average Daily Traffic: 9,900 (year 2009),  Truck Traffic: 3%,  Average Future Daily Traffic: 15,456 (year 2029),  Design Load: HS 20,  Features Intersected: PARK STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.000,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  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: 34.7m (113.8ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 73.4 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 minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 11,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 29 0212L,  Location: 10-SJ-005-32.66-STKN (Lat: 38.008333,  Lng: -121.358333),  Route carried "on" structure: Interstate 5,  Year Built: 1970,  Status: Open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 48,000 (year 2009),  Truck Traffic: 22%,  Average Future Daily Traffic: 80,083 (year 2033),  Design Load: HS 20,  Features Intersected: HAMMER LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.660,  Lanes on structure: 3,  Lanes under structure: 8,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  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: 43.3m (142.1ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 86.1 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: January 11,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 29 0212R,  Location: 10-SJ-005-32.66-STKN (Lat: 38.008333,  Lng: -121.358333),  Route carried "on" structure: Interstate 5,  Year Built: 1970,  Status: Open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 48,000 (year 2009),  Truck Traffic: 22%,  Average Future Daily Traffic: 80,083 (year 2033),  Design Load: HS 20,  Features Intersected: HAMMER LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.660,  Lanes on structure: 3,  Lanes under structure: 8,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  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: 43.3m (142.1ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 86.1 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: January 11,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 29 0223L,  Location: 10-SJ-005-R23.93-STKN (Lat: 37.916889,  Lng: -121.291111),  Route carried "on" structure: Interstate 5,  Year Built: 1971,  Status: Open,  Structure Length: 3.60m (11.81ft),  Average Daily Traffic: 43,750 (year 2009),  Truck Traffic: 24%,  Average Future Daily Traffic: 79,856 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: WALKER SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.930,  Lanes on structure: 3,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 55.3 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 11,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 29 0223R,  Location: 10-SJ-005-R23.93-STKN (Lat: 37.916889,  Lng: -121.290722),  Route carried "on" structure: Interstate 5,  Year Built: 1971,  Status: Open,  Structure Length: 3.60m (11.81ft),  Average Daily Traffic: 43,750 (year 2009),  Truck Traffic: 24%,  Average Future Daily Traffic: 79,856 (year 2029),  Features Intersected: WALKER SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.930,  Lanes on structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 18.6m (61.0ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 55.3 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 11,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 29 0224L,  Location: 10-SJ-005-24.64-STKN (Lat: 37.926667,  Lng: -121.293333),  Route carried "on" structure: Interstate 5,  Year Built: 1971,  Status: Open,  Structure Length: 4.15m (13.62ft),  Average Daily Traffic: 41,050 (year 2009),  Truck Traffic: 16%,  Average Future Daily Traffic: 105,398 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: EIGHTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.640,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 40.8m (133.9ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 84.3 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: 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: December 11,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 29 0224R,  Location: 10-SJ-005-24.64-STKN (Lat: 37.926667,  Lng: -121.293333),  Route carried "on" structure: Interstate 5,  Year Built: 1971,  Status: Open,  Structure Length: 4.24m (13.91ft),  Average Daily Traffic: 43,750 (year 2009),  Truck Traffic: 24%,  Average Future Daily Traffic: 79,856 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: EIGHTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.640,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 41.8m (137.1ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 78.9 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: December 11,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 29 0225L,  Location: 10-SJ-005-25.35-STKN (Lat: 37.936719,  Lng: -121.297675),  Route carried "on" structure: Interstate 5,  Year Built: 1971,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 61,050 (year 2009),  Truck Traffic: 16%,  Average Future Daily Traffic: 105,398 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: STATE RTE 4 (CHARTER WY)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.350,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 45.1m (148.0ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 87.9 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.57m (14.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 11,  Bridge Improvement Cost: $948,000,  Roadway Improvement Cost: $189,000,  Total Project Cost: $1,592,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 29 0225R,  Location: 10-SJ-005-25.35-STKN (Lat: 37.936825,  Lng: -121.297400),  Route carried "on" structure: Interstate 5,  Year Built: 1971,  Status: Open,  Structure Length: 4.60m (15.09ft),  Average Daily Traffic: 63,750 (year 2009),  Truck Traffic: 24%,  Average Future Daily Traffic: 79,856 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: STATE RTE 4 (CHARTER WY)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.350,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 45.4m (149.0ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 99.8 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: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.60m (15.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 11,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 29 0229L,  Location: 10-SJ-005-25.64-STKN (Lat: 37.940883,  Lng: -121.298444),  Route carried "on" structure: Interstate 5,  Year Built: 1971,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 87,500 (year 2009),  Truck Traffic: 16%,  Average Future Daily Traffic: 159,713 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: ANDERSON STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.640,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 82.5 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 11,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 29 0229R,  Location: 10-SJ-005-25.64-STKN (Lat: 37.940919,  Lng: -121.298078),  Route carried "on" structure: Interstate 5,  Year Built: 1971,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 43,750 (year 2009),  Truck Traffic: 24%,  Average Future Daily Traffic: 79,856 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: ANDERSON STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.640,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 82.5 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 11,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 29 0230L,  Location: 10-SJ-005-25.78-STKN (Lat: 37.942897,  Lng: -121.298714),  Route carried "on" structure: Interstate 5,  Year Built: 1972,  Status: Open,  Structure Length: 4.30m (14.11ft),  Average Daily Traffic: 87,500 (year 2009),  Truck Traffic: 16%,  Average Future Daily Traffic: 159,713 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: BNSF RY & AMTRAK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.780,  Lanes on structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 28.3m (92.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 43.0m (141.1ft),  Curb-To-Curb Width: 27.7m (90.9ft),  Out-to-Out Width: 28.3m (92.8ft)

Condition: Deck: Poor,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 99.8 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: 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: December 11,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 29 0230R,  Location: 10-SJ-005-25.78-STKN (Lat: 37.942931,  Lng: -121.298428),  Route carried "on" structure: Interstate 5,  Year Built: 1972,  Status: Open,  Structure Length: 4.30m (14.11ft),  Average Daily Traffic: 43,750 (year 2009),  Truck Traffic: 24%,  Average Future Daily Traffic: 79,856 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: BNSF RY & AMTRAK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.780,  Lanes on structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 30.5m (100.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 43.0m (141.1ft),  Curb-To-Curb Width: 30.5m (100.1ft),  Out-to-Out Width: 31.1m (102.0ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 99.8 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: 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: December 11,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 29 0231H,  Location: 10-SJ-004-R16-STKN (Lat: 37.945833,  Lng: -121.300083),  Route carried "on" structure: Ramp State highway 4,  Year Built: 1972,  Status: Open,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 19,400 (year 1999),  Truck Traffic: 8%,  Average Future Daily Traffic: 29,985 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: CHURCH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.000,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 16.6m (54.5ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 86.2 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 11,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 29 0231L,  Location: 10-SJ-005-25.99-STKN (Lat: 37.945958,  Lng: -121.299322),  Route carried "on" structure: Interstate 5,  Year Built: 1972,  Status: Open,  Structure Length: 5.21m (17.09ft),  Average Daily Traffic: 87,500 (year 2009),  Truck Traffic: 16%,  Average Future Daily Traffic: 159,713 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: CHURCH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.990,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 51.2m (168.0ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 87.9 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 11,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 29 0231R,  Location: 10-SJ-005-25.99-STKN (Lat: 37.946008,  Lng: -121.299056),  Route carried "on" structure: Interstate 5,  Year Built: 1972,  Status: Open,  Structure Length: 5.15m (16.90ft),  Average Daily Traffic: 43,750 (year 2009),  Truck Traffic: 24%,  Average Future Daily Traffic: 79,856 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: CHURCH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.990,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 50.6m (166.0ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 87.9 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 11,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 29 0232L,  Location: 10-SJ-005-26.12-STKN (Lat: 37.948775,  Lng: -121.301289),  Route carried "on" structure: Interstate 5,  Year Built: 1972,  Status: Open,  Structure Length: 22.49m (73.79ft),  Average Daily Traffic: 87,500 (year 2009),  Truck Traffic: 16%,  Average Future Daily Traffic: 159,713 (year 2029),  Design Load: HS 20,  Features Intersected: STATE ROUTE 4
Minimum Vertical Clearance: 5.38m (17.65ft),  Kilometerpoint: 26.120,  Lanes on structure: 4,  Lanes under structure: 9,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 47.2m (154.9ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 22.49m (73.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 11,  Bridge Improvement Cost: $4,668,000,  Roadway Improvement Cost: $933,000,  Total Project Cost: $7,842,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 29 0232R,  Location: 10-SJ-005-26.12-STKN (Lat: 37.948864,  Lng: -121.301042),  Route carried "on" structure: Interstate 5,  Year Built: 1972,  Status: Open,  Structure Length: 22.86m (75.00ft),  Average Daily Traffic: 43,750 (year 2009),  Truck Traffic: 24%,  Average Future Daily Traffic: 79,856 (year 2029),  Design Load: HS 20,  Features Intersected: STATE ROUTE 4
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 26.120,  Lanes on structure: 4,  Lanes under structure: 9,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 82.5 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 11,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 29 0233H,  Location: 10-SJ-005-25.87-STKN (Lat: 37.947908,  Lng: -121.298428),  Route carried "on" structure: Ramp Interstate 5,  Year Built: 1972,  Status: Open,  Structure Length: 167.40m (549.21ft),  Average Daily Traffic: 37,450 (year 2009),  Truck Traffic: 2%,  Average Future Daily Traffic: 46,368 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: I 5 & SR4,CONS,SLU,3 STS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.870,  Lanes on structure: 2,  Lanes under structure: 23,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 10,  Number Of Approach Spans: 24,  Length of Maximum Span: 59.1m (193.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 87.3 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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: December 11,  Underwater Inspection Date: June 11,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 29 0235L,  Location: 10-SJ-004-R16.02-STKN (Lat: 37.948600,  Lng: -121.300500),  Route carried "on" structure: State highway 4,  Year Built: 1972,  Status: Open,  Structure Length: 15.51m (50.89ft),  Average Daily Traffic: 7,900 (year 2009),  Truck Traffic: 11%,  Average Future Daily Traffic: 11,987 (year 2033),  Design Load: HS 20+Mod,  Features Intersected: E4-N5, W4-S5 CONN RAMPS
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 16.020,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 29.3m (96.1ft),  Skew: 5 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 18.5m (60.7ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 76.8 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: June 11,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 29 0235R,  Location: 10-SJ-004-R16.01-STKN (Lat: 37.948333,  Lng: -121.300000),  Route carried "on" structure: State highway 4,  Year Built: 1972,  Status: Open,  Structure Length: 15.30m (50.20ft),  Average Daily Traffic: 7,900 (year 2009),  Truck Traffic: 11%,  Average Future Daily Traffic: 11,987 (year 2033),  Design Load: HS 20+Mod,  Features Intersected: E4-N5, W4-S5 CONN RAMPS
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 16.010,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 5 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 6,  Number Of Approach Spans: 2,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 15.6m (51.2ft),  Out-to-Out Width: 16.4m (53.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 77.4 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: June 11,  Deck Structure Type: Concrete Cast-file-Place