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

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Structure Number: 36 0013,  Location: 05-SCR-001-13.31-CPTL (Lat: 36.983333,  Lng: -121.958333),  Route carried "on" structure: State highway 1,  Year Built: 1947,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 9.85m (32.32ft),  Average Daily Traffic: 107,000 (year 2000),  Truck Traffic: 7%,  Average Future Daily Traffic: 120,763 (year 2029),  Design Load: HS 20,  Features Intersected: SOQUEL CREEK, WHARF RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.310,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 29.3m (96.1ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 10,  Length of Maximum Span: 38.4m (126.0ft),  Curb-To-Curb Width: 29.4m (96.5ft),  Out-to-Out Width: 31.0m (101.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Poor,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 36 0024,  Location: 05-SCR-001-12.93-CPTL (Lat: 36.983333,  Lng: -121.951667),  Route carried "on" structure: Business City street E192,  Year Built: 1948,  Status: Open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 17,316 (year 2003),  Truck Traffic: 3%,  Average Future Daily Traffic: 21,792 (year 2029),  Design Load: HS 20,  Features Intersected: STATE ROUTE 1,  Facility Carried by Structure: CAPITOLA AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 1.0m (3.3ft),  Right: 1.0m (3.3ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 47.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.39m (14.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Bridge Improvement Cost: $543,000,  Roadway Improvement Cost: $54,000,  Total Project Cost: $814,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 36 0029L,  Location: 05-SCR-001-12.09-CPTL (Lat: 36.984167,  Lng: -121.936667),  Route carried "on" structure: State highway 1,  Year Built: 1963,  Status: Open,  Structure Length: 3.75m (12.30ft),  Average Daily Traffic: 42,000 (year 2000),  Truck Traffic: 3%,  Average Future Daily Traffic: 57,187 (year 2029),  Design Load: HS 20,  Features Intersected: PARK AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.090,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 36 0029R,  Location: 05-SCR-001-12.09-CPTL (Lat: 36.984167,  Lng: -121.936667),  Route carried "on" structure: State highway 1,  Year Built: 1963,  Status: Open,  Structure Length: 3.75m (12.30ft),  Average Daily Traffic: 42,000 (year 2000),  Truck Traffic: 3%,  Average Future Daily Traffic: 57,187 (year 2029),  Design Load: HS 20,  Features Intersected: PARK AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.090,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: High priority of corrective action,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 36 0036,  Location: 05-SCR-001-13.2-CPTL (Lat: 36.983333,  Lng: -121.956667),  Route carried "on" structure: State highway 1,  Year Built: 1995,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 107,000 (year 2000),  Truck Traffic: 7%,  Average Future Daily Traffic: 120,763 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: BAY AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.200,  Lanes on structure: 8,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 34.1m (111.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete continuous,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 21.0m (68.9ft),  Curb-To-Curb Width: 34.2m (112.2ft),  Out-to-Out Width: 35.8m (117.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 36 0086,  Location: 05-SCR-001-13.62-CPTL (Lat: 36.983333,  Lng: -121.963333),  Route carried "on" structure: Business City street E127,  Year Built: 1961,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 6.92m (22.70ft),  Average Daily Traffic: 38,600 (year 2003),  Truck Traffic: 2%,  Average Future Daily Traffic: 48,508 (year 2029),  Design Load: HS 20,  Features Intersected: STATE ROUTE 1,  Facility Carried by Structure: 41ST AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 36.0m (118.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 20.4m (66.9ft),  Out-to-Out Width: 25.0m (82.0ft)

Condition: Deck: Poor,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 36C011,  Location: 0.05 MI E OF WHARF RD (Lat: 36.972778,  Lng: -121.951944),  Route carried "on" structure: City street E174,  Year Built: 1934,  Status: Open,  Structure Length: 4.21m (13.81ft),  Average Daily Traffic: 7,600 (year 1978),  Truck Traffic: 10%,  Average Future Daily Traffic: 10,477 (year 2029),  Features Intersected: SOQUEL CREEK,  Facility Carried by Structure: STOCKTON AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  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: 1.9m (6.2ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Serious,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.21m (13.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $677,000,  Roadway Improvement Cost: $68,000,  Total Project Cost: $1,015,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 36 0013,  Location: 05-SCR-001-13.31-CPTL (Lat: 36.983333,  Lng: -121.958333),  Route carried "under" structure: Business City street ,  Year Built: 1947,  Structure Length: 9.85m (32.32ft),  Average Daily Traffic: 5,310 (year 2003),  Truck Traffic: 3%,  Features Intersected: SOQUEL CREEK, WHARF RD,  Facility Carried by Structure: STATE ROUTE 1
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Length of Maximum Span: 38.4m (126.0ft)

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Structure Number: 36 0024,  Location: 05-SCR-001-12.93-CPTL (Lat: 36.983333,  Lng: -121.951667),  Route carried "under" structure: State highway 1,  Year Built: 1948,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 107,000 (year 2000),  Truck Traffic: 7%,  Features Intersected: STATE ROUTE 1,  Facility Carried by Structure: CAPITOLA AVENUE
Minimum Vertical Clearance: 4.44m (14.57ft),  Kilometerpoint: 1.293,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 12.2m (40.0ft)

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Structure Number: 36 0029L,  Location: 05-SCR-001-12.09-CPTL (Lat: 36.984167,  Lng: -121.936667),  Route carried "under" structure: Business City street E194,  Year Built: 1963,  Structure Length: 3.75m (12.30ft),  Average Daily Traffic: 15,476 (year 2003),  Truck Traffic: 3%,  Features Intersected: PARK AVENUE,  Facility Carried by Structure: STATE ROUTE 1 SB
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 17.1m (56.1ft)

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Structure Number: 36 0029R,  Location: 05-SCR-001-12.09-CPTL (Lat: 36.984167,  Lng: -121.936667),  Route carried "under" structure: Business City street E194,  Year Built: 1963,  Structure Length: 3.75m (12.30ft),  Average Daily Traffic: 15,476 (year 2003),  Truck Traffic: 3%,  Features Intersected: PARK AVENUE,  Facility Carried by Structure: STATE ROUTE 1 NB
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 17.1m (56.1ft)

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Structure Number: 36 0036,  Location: 05-SCR-001-13.2-CPTL (Lat: 36.983333,  Lng: -121.956667),  Route carried "under" structure: Business City street E193,  Year Built: 1995,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 20,562 (year 2003),  Truck Traffic: 3%,  Features Intersected: BAY AVENUE,  Facility Carried by Structure: STATE ROUTE 1
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Length of Maximum Span: 21.0m (68.9ft)

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Structure Number: 36 0086,  Location: 05-SCR-001-13.62-CPTL (Lat: 36.983333,  Lng: -121.963333),  Route carried "under" structure: State highway 1,  Year Built: 1961,  Structure Length: 6.92m (22.70ft),  Average Daily Traffic: 107,000 (year 2000),  Truck Traffic: 7%,  Features Intersected: STATE ROUTE 1
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 1.362,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.0m (118.1ft)

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Structure Number: 36C0109,  Location: 05-SCR-188-0-CPTL (Lat: 36.971944,  Lng: -121.953889),  Route carried "under" structure: City street E188,  Year Built: 1970,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 7,500 (year 1978),  Truck Traffic: 10%,  Features Intersected: SOQUEL WHARF RD,  Facility Carried by Structure: UP RR
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 36C0111,  Location: 05-SCR-192-0-CPTL (Lat: 36.973889,  Lng: -121.952778),  Route carried "under" structure: City street E192,  Year Built: 1970,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 5,000 (year 1998),  Truck Traffic: 10%,  Features Intersected: CAPITOLA AVE,  Facility Carried by Structure: UP RR
Minimum Vertical Clearance: 12.19m (39.99ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 12.8m (42.0ft)