Bridge Statistics for Lake City, Florida (FL) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 290031,  Location: US-41/ WASHINGTON ST. (Lat: 30.194722,  Lng: -82.639444),  Route carried "on" structure: US 41,  Year Built: 1958,  Status: Open,  Structure Length: 2.99m (9.81ft),  Average Daily Traffic: 14,100 (year 2006),  Truck Traffic: 12%,  Average Future Daily Traffic: 24,464 (year 2028),  Design Load: HS 20,  Features Intersected: WASHINGTON ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.584,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.4m (50.5ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.1m (33.1ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 16.6m (54.5ft),  Out-to-Out Width: 21.1m (69.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 65.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.6 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: High priority of corrective action,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 2.99m (9.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $264,000,  Roadway Improvement Cost: $26,000,  Total Project Cost: $395,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 290032,  Location: US-41/ WILSON ST. & CSXRR (Lat: 30.196667,  Lng: -82.639444),  Route carried "on" structure: US 41,  Year Built: 1958,  Status: Open,  Structure Length: 15.88m (52.10ft),  Average Daily Traffic: 14,100 (year 2006),  Truck Traffic: 12%,  Average Future Daily Traffic: 24,464 (year 2028),  Design Load: H 20,  Features Intersected: WILSON ST. & CSXRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.731,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.6m (51.2ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 26.2m (86.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.6m (51.2ft),  Out-to-Out Width: 21.1m (69.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 73.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 290033,  Location: 0.3 MI. N. SANTA FE RIVER (Lat: 29.855833,  Lng: -82.608611),  Route carried "on" structure: US 41,  Year Built: 1960,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 3,700 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,420 (year 2028),  Design Load: H 15,  Features Intersected: COLUMBIA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.253,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.9m (9.5ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 47.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006

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Structure Number: 290035,  Location: I-75 NB OVER CR-341 (Lat: 30.146389,  Lng: -82.671389),  Route carried "on" structure: Interstate 75,  Year Built: 1962,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 6.25m (20.51ft),  Average Daily Traffic: 23,000 (year 2006),  Truck Traffic: 26%,  Average Future Daily Traffic: 39,905 (year 2028),  Design Load: HS 20,  Features Intersected: CR-341
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.302,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.6m (57.7ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.4m (57.1ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 46.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 29006,  Location: I-75 SB OVER CR-341 (Lat: 30.146389,  Lng: -82.671389),  Route carried "on" structure: Interstate 75,  Year Built: 1962,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 6.25m (20.51ft),  Average Daily Traffic: 23,000 (year 2006),  Truck Traffic: 26%,  Average Future Daily Traffic: 39,905 (year 2028),  Design Load: HS 20,  Features Intersected: CR-341
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.282,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.5m (57.4ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.4m (57.1ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 18.1m (59.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 46.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 2955,  Location: E. OF S. MARION STREET (Lat: 30.170000,  Lng: -82.637333),  Route carried "on" structure: County highway ,  Year Built: 1970,  Status: Closed,  Structure Length: 0.76m (2.49ft),  Truck Traffic: 1%,  Design Load: H 10,  Features Intersected: OVERFLOW OF ALLIGATOR LK,  Facility Carried by Structure: SE LOQUAY WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.0m (16.4ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.8m (12.5ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Imminent failure,  Channel: Satisfactory,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 0.76m (2.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 1999,  Bridge Improvement Cost: $110,000,  Roadway Improvement Cost: $30,000,  Total Project Cost: $175,000,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 290031,  Location: US-41/ WASHINGTON ST. (Lat: 30.194722,  Lng: -82.639444),  Route carried "under" structure: City street ,  Year Built: 1958,  Structure Length: 2.99m (9.81ft),  Average Daily Traffic: 16,000 (year 2002),  Truck Traffic: 10%,  Features Intersected: WASHINGTON ST.,  Facility Carried by Structure: US-41 (SR-25)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.772,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Slab,  Length of Maximum Span: 10.1m (33.1ft)

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Structure Number: 290032,  Location: US-41/ WILSON ST. & CSXRR (Lat: 30.196667,  Lng: -82.639444),  Route carried "under" structure: City street ,  Year Built: 1958,  Structure Length: 15.88m (52.10ft),  Average Daily Traffic: 14,100 (year 2006),  Truck Traffic: 12%,  Features Intersected: WILSON ST. & CSXRR,  Facility Carried by Structure: US-41 (SR-25)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.731,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.2m (86.0ft)

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Structure Number: 290035,  Location: I-75 NB OVER CR-341 (Lat: 30.146389,  Lng: -82.671389),  Route carried "under" structure: County highway 341,  Year Built: 1962,  Structure Length: 6.25m (20.51ft),  Average Daily Traffic: 2,001 (year 2003),  Truck Traffic: 10%,  Features Intersected: CR-341,  Facility Carried by Structure: I-75 NB (SR-93)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.072,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.4m (57.1ft)

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Structure Number: 29006,  Location: I-75 SB OVER CR-341 (Lat: 30.146389,  Lng: -82.671389),  Route carried "under" structure: County highway 341,  Year Built: 1962,  Structure Length: 6.25m (20.51ft),  Average Daily Traffic: 2,001 (year 2003),  Truck Traffic: 10%,  Features Intersected: CR-341,  Facility Carried by Structure: I-75 SB (SR-93)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.043,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.4m (57.1ft)