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

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Structure Number: 260004,  Location: CITY OF ALACHUA (Lat: 29.787500,  Lng: -82.477778),  Route carried "on" structure: US 441,  Year Built: 1964,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 12.28m (40.29ft),  Average Daily Traffic: 8,400 (year 2006),  Truck Traffic: 7%,  Average Future Daily Traffic: 14,574 (year 2028),  Design Load: H 20,  Features Intersected: CR-2054 & CSXRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.050,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.8m (35.4ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 26.2m (86.0ft),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.3 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: March 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 260065,  Location: I-75 SB OVER US-441 (Lat: 29.801667,  Lng: -82.513889),  Route carried "on" structure: Interstate 75,  Year Built: 1963,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 8.02m (26.31ft),  Average Daily Traffic: 29,250 (year 2006),  Truck Traffic: 22%,  Average Future Daily Traffic: 50,749 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: US-441 (SR-25)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.125,  Lanes on structure: 4,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.9m (81.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 19.6m (64.3ft),  Out-to-Out Width: 20.5m (67.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Testing,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Testing,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 260068,  Location: 2 MI. S. OF US-441 (Lat: 29.775278,  Lng: -82.509444),  Route carried "on" structure: Interstate 75,  Year Built: 1963,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 8.32m (27.30ft),  Average Daily Traffic: 29,250 (year 2006),  Truck Traffic: 22%,  Average Future Daily Traffic: 50,749 (year 2028),  Design Load: HS 20,  Features Intersected: CR-235 & CSX RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.072,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.2m (56.4ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 17.7m (58.1ft),  Curb-To-Curb Width: 17.2m (56.4ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 49.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.4 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 260071,  Location: 2 MI. S. OF US-441 (Lat: 29.775278,  Lng: -82.509444),  Route carried "on" structure: Interstate 75,  Year Built: 1963,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 8.32m (27.30ft),  Average Daily Traffic: 29,250 (year 2006),  Truck Traffic: 22%,  Average Future Daily Traffic: 50,749 (year 2028),  Design Load: HS 20,  Features Intersected: CR-235 & CSX RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.083,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.2m (56.4ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 17.7m (58.1ft),  Curb-To-Curb Width: 17.2m (56.4ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Testing,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Testing,  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: March 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 260073,  Location: I-75 NB OVER US-441 (Lat: 29.801667,  Lng: -82.513889),  Route carried "on" structure: Interstate 75,  Year Built: 1963,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 8.02m (26.31ft),  Average Daily Traffic: 29,250 (year 2006),  Truck Traffic: 22%,  Average Future Daily Traffic: 50,749 (year 2028),  Design Load: HS 20,  Features Intersected: US-441 (SR-25)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.125,  Lanes on structure: 4,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 19.6m (64.3ft),  Out-to-Out Width: 20.5m (67.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Testing,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Testing,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 260102,  Location: CITY OF ALACHUA (Lat: 29.787500,  Lng: -82.477778),  Route carried "on" structure: US 441,  Year Built: 1992,  Status: Open,  Structure Length: 12.83m (42.09ft),  Average Daily Traffic: 8,400 (year 2006),  Truck Traffic: 7%,  Average Future Daily Traffic: 14,574 (year 2028),  Design Load: HS 20,  Features Intersected: CR-2054 & CSXRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.040,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.9m (29.2ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 26.2m (86.0ft),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 50.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.0 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 264143,  Location: 1.2 MI S OF SR 20 (Lat: 29.746944,  Lng: -82.406667),  Route carried "on" structure: City street ,  Year Built: 1989,  Status: Open,  Structure Length: 0.77m (2.53ft),  Average Daily Traffic: 31 (year 2007),  Average Future Daily Traffic: 54 (year 2029),  Design Load: HS 20,  Features Intersected: TURKEY CREEK,  Facility Carried by Structure: NW 59TH TERRACE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.3m (20.7ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.8m (12.5ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 82.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007

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Structure Number: 260004,  Location: CITY OF ALACHUA (Lat: 29.787500,  Lng: -82.477778),  Route carried "under" structure: County highway 340A,  Year Built: 1964,  Structure Length: 12.28m (40.29ft),  Average Daily Traffic: 8,400 (year 2006),  Truck Traffic: 7%,  Features Intersected: CR-2054 & CSXRR,  Facility Carried by Structure: US-441 SB (SR-25)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.705,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.2m (86.0ft)

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Structure Number: 260065,  Location: I-75 SB OVER US-441 (Lat: 29.801667,  Lng: -82.513889),  Route carried "under" structure: US 441,  Year Built: 1963,  Structure Length: 8.02m (26.31ft),  Average Daily Traffic: 24,500 (year 2006),  Truck Traffic: 7%,  Features Intersected: US-441 (SR-25),  Facility Carried by Structure: I-75 SB (SR-93)
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 31.051,  Lanes on structure: 4,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 260068,  Location: 2 MI. S. OF US-441 (Lat: 29.775278,  Lng: -82.509444),  Route carried "under" structure: County highway 235,  Year Built: 1963,  Structure Length: 8.32m (27.30ft),  Average Daily Traffic: 2,001 (year 2003),  Truck Traffic: 10%,  Features Intersected: CR-235 & CSX RR,  Facility Carried by Structure: I-75 SB (SR-93)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.024,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.7m (58.1ft)

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Structure Number: 260071,  Location: 2 MI. S. OF US-441 (Lat: 29.775278,  Lng: -82.509444),  Route carried "under" structure: County highway 235,  Year Built: 1963,  Structure Length: 8.32m (27.30ft),  Average Daily Traffic: 2,001 (year 2003),  Truck Traffic: 10%,  Features Intersected: CR-235 & CSX RR,  Facility Carried by Structure: I-75 NB (SR-93)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.055,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.7m (58.1ft)

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Structure Number: 260073,  Location: I-75 NB OVER US-441 (Lat: 29.801667,  Lng: -82.513889),  Route carried "under" structure: US 441,  Year Built: 1963,  Structure Length: 8.02m (26.31ft),  Average Daily Traffic: 24,500 (year 2006),  Truck Traffic: 7%,  Features Intersected: US-441 (SR-25),  Facility Carried by Structure: I-75 NB (SR-93)
Minimum Vertical Clearance: 0.53m (1.74ft),  Kilometerpoint: 31.033,  Lanes on structure: 4,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 260102,  Location: CITY OF ALACHUA (Lat: 29.787500,  Lng: -82.477778),  Route carried "under" structure: County highway 340A,  Year Built: 1992,  Structure Length: 12.83m (42.09ft),  Average Daily Traffic: 8,400 (year 2006),  Truck Traffic: 7%,  Features Intersected: CR-2054 & CSXRR,  Facility Carried by Structure: US-441 NB (SR-25)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.704,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.2m (86.0ft)

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Structure Number: 269002,  Location: IN ALACHUA (Lat: 29.793333,  Lng: -82.493611),  Route carried "under" structure: US 441,  Year Built: 1965,  Structure Length: 8.81m (28.90ft),  Average Daily Traffic: 20,000 (year 2006),  Truck Traffic: 7%,  Features Intersected: PEDESTRIAN OVERPASS
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 28.822,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Length of Maximum Span: 15.5m (50.9ft)