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

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Structure Number: 19 0094,  Location: 03-PLA-080-6.06-ROC (Lat: 38.788333,  Lng: -121.221667),  Route carried "on" structure: Interstate 80,  Year Built: 1959,  Year Reconstructed: 1975,  Status: Open,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 88,000 (year 1998),  Truck Traffic: 8%,  Average Future Daily Traffic: 148,378 (year 2029),  Design Load: HS 20,  Features Intersected: ROCKLIN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.060,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 35.1m (115.2ft),  Skew: 24 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 34.1m (111.9ft),  Out-to-Out Width: 35.8m (117.5ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 19 0095,  Location: 03-PLA-080-7.42-ROC (Lat: 38.803333,  Lng: -121.205000),  Route carried "on" structure: City street F069,  Year Built: 1959,  Status: Open,  Structure Length: 10.12m (33.20ft),  Average Daily Traffic: 10,043 (year 1998),  Truck Traffic: 1%,  Average Future Daily Traffic: 13,395 (year 2029),  Design Load: HS 20,  Features Intersected: INTERSTATE ROUTE 80,  Facility Carried by Structure: SIERRA COLLEGE BL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 31.1m (102.0ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.12m (33.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $536,000,  Roadway Improvement Cost: $54,000,  Total Project Cost: $805,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 19 0174,  Location: 03-PLA-065-M8.07-ROC (Lat: 38.795556,  Lng: -121.296944),  Route carried "on" structure: Business County highway ,  Year Built: 2001,  Status: Open,  Structure Length: 7.30m (23.95ft),  Average Daily Traffic: 10,000 (year 2003),  Truck Traffic: 5%,  Average Future Daily Traffic: 15,456 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 65,  Facility Carried by Structure: BLUE OAKS BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 24.0m (78.7ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.5m (129.6ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 24.0m (78.7ft),  Out-to-Out Width: 26.3m (86.3ft)

Condition: Deck: Fair,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: Febuary 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 19 0175,  Location: 03-PLA-065-M8.08-ROC (Lat: 38.795556,  Lng: -121.295000),  Route carried "on" structure: Business County highway ,  Year Built: 2001,  Status: Open,  Structure Length: 3.16m (10.37ft),  Average Daily Traffic: 10,000 (year 2003),  Truck Traffic: 5%,  Average Future Daily Traffic: 15,456 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: N65-BLUE OAKS OFF-RAMP,  Facility Carried by Structure: BLUE OAKS BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 2,  Owner: State Highway Agency,  Maintenance Responsibility: State Park, Forest, or Reservation Agency,  Approaching Roadway Width: 23.4m (76.8ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.6m (103.7ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 23.4m (76.8ft),  Out-to-Out Width: 46.0m (150.9ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: Febuary 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 19C0058,  Location: NEAR PACIFIC ST. (Lat: 38.782778,  Lng: -121.243889),  Route carried "on" structure: City street F100,  Year Built: 1961,  Status: Open,  Structure Length: 4.82m (15.81ft),  Average Daily Traffic: 8,093 (year 1978),  Truck Traffic: 8%,  Average Future Daily Traffic: 13,591 (year 2028),  Design Load: HS 20,  Features Intersected: UP RR, BNSF RY, & AMTRAK,  Facility Carried by Structure: SUNSET BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.5m (50.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 18.2m (59.7ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 63.5 metric tons,  Inventory Rating: 40.8 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 4.82m (15.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Bridge Improvement Cost: $763,000,  Roadway Improvement Cost: $76,000,  Total Project Cost: $1,145,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 19C0072,  Location: 0.3 MI E OF I-80 (Lat: 38.787778,  Lng: -121.220000),  Route carried "on" structure: City street F063,  Year Built: 1983,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 5,700 (year 1979),  Truck Traffic: 6%,  Average Future Daily Traffic: 13,272 (year 2028),  Design Load: HS 20,  Features Intersected: SECRET RAVINE,  Facility Carried by Structure: ROCKLIN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 27.4m (89.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 73.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 19 0094,  Location: 03-PLA-080-6.06-ROC (Lat: 38.788333,  Lng: -121.221667),  Route carried "under" structure: City street F063,  Year Built: 1959,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 1,000 (year 1998),  Truck Traffic: 2%,  Features Intersected: ROCKLIN ROAD,  Facility Carried by Structure: INTERSTATE 80
Minimum Vertical Clearance: 0.45m (1.48ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 19 0095,  Location: 03-PLA-080-7.42-ROC (Lat: 38.803333,  Lng: -121.205000),  Route carried "under" structure: Interstate 80,  Year Built: 1959,  Structure Length: 10.12m (33.20ft),  Average Daily Traffic: 88,000 (year 1998),  Truck Traffic: 8%,  Features Intersected: INTERSTATE ROUTE 80,  Facility Carried by Structure: SIERRA COLLEGE BL
Minimum Vertical Clearance: 4.69m (15.39ft),  Kilometerpoint: 0.742,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 31.1m (102.0ft)

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Structure Number: 19 0174,  Location: 03-PLA-065-M8.07-ROC (Lat: 38.795556,  Lng: -121.296944),  Route carried "under" structure: State highway 65,  Year Built: 2001,  Structure Length: 7.30m (23.95ft),  Average Daily Traffic: 60,000 (year 1998),  Truck Traffic: 14%,  Features Intersected: STATE ROUTE 65,  Facility Carried by Structure: BLUE OAKS BLVD
Minimum Vertical Clearance: 0.58m (1.90ft),  Kilometerpoint: 0.807,  Lanes on structure: 5,  Lanes under structure: 5,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 39.5m (129.6ft)

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Structure Number: 19 0175,  Location: 03-PLA-065-M8.08-ROC (Lat: 38.795556,  Lng: -121.295000),  Route carried "under" structure: Ramp State highway 65,  Year Built: 2001,  Structure Length: 3.16m (10.37ft),  Average Daily Traffic: 20,000 (year 2003),  Truck Traffic: 5%,  Features Intersected: N65-BLUE OAKS OFF-RAMP,  Facility Carried by Structure: BLUE OAKS BLVD
Minimum Vertical Clearance: 0.52m (1.71ft),  Kilometerpoint: 0.808,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 31.6m (103.7ft)