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

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Structure Number: 4 0128,  Location: 01-HUM-101-59.5-FTA (Lat: 40.575000,  Lng: -124.148333),  Route carried "on" structure: US 101,  Year Built: 1962,  Status: Open,  Structure Length: 4.02m (13.19ft),  Average Daily Traffic: 17,900 (year 1997),  Truck Traffic: 10%,  Average Future Daily Traffic: 25,982 (year 2029),  Design Load: HS 20,  Features Intersected: KENMAR ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 59.500,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 23 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 22.6m (74.1ft),  Out-to-Out Width: 27.0m (88.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 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: November 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 4 0145,  Location: 01-HUM-101-61.53-FTA (Lat: 40.600000,  Lng: -124.168333),  Route carried "on" structure: US 101,  Year Built: 1962,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 13.93m (45.70ft),  Average Daily Traffic: 17,900 (year 1997),  Truck Traffic: 10%,  Average Future Daily Traffic: 25,982 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: NWP RR, S101-MAIN ON&OFF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 61.530,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 31.4m (103.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 22.6m (74.1ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 76.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.3 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 4C01,  Location: SOUTH OF FORTUNA (Lat: 40.580833,  Lng: -124.146944),  Route carried "on" structure: City street V060,  Year Built: 1949,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 2,000 (year 2000),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,144 (year 2029),  Design Load: HS 20,  Features Intersected: STRONGS CREEK,  Facility Carried by Structure: FORTUNA BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Skew: 24 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft)

Condition: Channel: Excellent,  Culverts: Good,  Operating Rating: 99.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 61.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 4C0102,  Location: 0.15 MI N INT WTH 12TH ST (Lat: 40.590000,  Lng: -124.156944),  Route carried "on" structure: City street ,  Year Built: 1962,  Status: Open,  Structure Length: 2.65m (8.69ft),  Average Daily Traffic: 200 (year 1981),  Truck Traffic: 2%,  Average Future Daily Traffic: 312 (year 2027),  Design Load: H 20,  Features Intersected: ROHNER CREEK,  Facility Carried by Structure: STRONGS CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2005,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 4C0103,  Location: JUST EAST OF 16TH STREET (Lat: 40.597972,  Lng: -124.149667),  Route carried "on" structure: City street V060,  Year Built: 1922,  Year Reconstructed: 1948,  Status: Open,  Structure Length: 0.80m (2.62ft),  Average Daily Traffic: 8,897 (year 1999),  Truck Traffic: 5%,  Average Future Daily Traffic: 11,000 (year 2025),  Design Load: H 15,  Features Intersected: ROHNER CREEK,  Facility Carried by Structure: MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.7m (25.3ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 18.4m (60.4ft),  Out-to-Out Width: 22.7m (74.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 39.6 metric tons,  Inventory Rating: 23.7 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  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,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4C0211,  Location: 0.3 MI WEST OF NEWBURG RD (Lat: 40.589861,  Lng: -124.134361),  Route carried "on" structure: City street V061,  Year Built: 1915,  Year Reconstructed: 1979,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 4,590 (year 1998),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,000 (year 2025),  Features Intersected: STRONGS CREEK,  Facility Carried by Structure: ROHNERVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.0m (39.4ft),  Curb-To-Curb Width: 9.9m (32.5ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Excellent,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: August 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4C0235,  Location: NEAR SMITH LANE (Lat: 40.591944,  Lng: -124.153889),  Route carried "on" structure: City street G034,  Year Built: 1935,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 1,500 (year 1979),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,081 (year 2027),  Features Intersected: ROHNER CREEK,  Facility Carried by Structure: 12TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Excellent,  Culverts: Very good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2005

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Structure Number: 4C0242,  Location: 1/2 MI E FORTUNA BL (Lat: 40.583972,  Lng: -124.137889),  Route carried "on" structure: City street G026,  Year Built: 1988,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 1,500 (year 1988),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,071 (year 2027),  Design Load: HS 20,  Features Intersected: STRONGS CREEK,  Facility Carried by Structure: REDWOOD WAY
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,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.7m (58.1ft),  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: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Excellent,  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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2005,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4 0128,  Location: 01-HUM-101-59.5-FTA (Lat: 40.575000,  Lng: -124.148333),  Route carried "under" structure: City street ,  Year Built: 1962,  Structure Length: 4.02m (13.19ft),  Average Daily Traffic: 458 (year 1998),  Truck Traffic: 10%,  Features Intersected: KENMAR ROAD,  Facility Carried by Structure: U.S. HIGHWAY 101
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 19.5m (64.0ft)

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Structure Number: 4 0145,  Location: 01-HUM-101-61.53-FTA (Lat: 40.600000,  Lng: -124.168333),  Route carried "under" structure: Bypass US 101,  Year Built: 1962,  Structure Length: 13.93m (45.70ft),  Average Daily Traffic: 17,900 (year 1997),  Truck Traffic: 10%,  Features Intersected: NWP RR, S101-MAIN ON&OFF
Minimum Vertical Clearance: 0.46m (1.51ft),  Kilometerpoint: 6.153,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 31.4m (103.0ft)