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

Find on map >>   Show street view

Structure Number: 260018,  Location: 1.3 MI. N. OF SR-331 (Lat: 29.634156,  Lng: -82.339364),  Route carried "on" structure: US 441,  Year Built: 1957,  Year Reconstructed: 1970,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 19,200 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 33,312 (year 2042),  Design Load: H 20,  Features Intersected: TUMBLIN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.875,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  Skew: 14 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 55.3 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 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: June 2020

Find on map >>   Show street view

Structure Number: 260029,  Location: 1.3 MI NORTH OF SR 121 (Lat: 29.773278,  Lng: -82.348111),  Route carried "on" structure: County highway 231,  Year Built: 1941,  Status: Open,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 4,100 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 7,114 (year 2042),  Design Load: HS 20,  Features Intersected: ROCKY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.140,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.1m (10.2ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021

Find on map >>   Show street view

Structure Number: 260031,  Location: 0.1 MI. E. OF SR-222 (Lat: 29.687892,  Lng: -82.220836),  Route carried "on" structure: State highway 26,  Year Built: 1955,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 10,400 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 18,044 (year 2042),  Design Load: H 15,  Features Intersected: LITTLE HATCHET CRK EAST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.223,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.9m (32.5ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 58.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.0 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: July 2021

Find on map >>   Show street view

Structure Number: 260033,  Location: 1.2 MI. E. OF SR-222 (Lat: 29.687911,  Lng: -82.206369),  Route carried "on" structure: State highway 26,  Year Built: 1959,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 10,400 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 18,044 (year 2042),  Design Load: H 20,  Features Intersected: HATCHET CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.594,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Poor,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Testing,  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Testing,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.10m (20.01ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: December 2020,  Other Special Inspection Date: December 2021,  Bridge Improvement Cost: $270,000,  Roadway Improvement Cost: $27,000,  Total Project Cost: $405,000,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 260035,  Location: 0.3 MI WEST OF US 441 (Lat: 29.674167,  Lng: -82.344444),  Route carried "on" structure: City street ,  Year Built: 1966,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 9,300 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 16,136 (year 2042),  Design Load: HS 20,  Features Intersected: HOGTOWN CREEK,  Facility Carried by Structure: NW 23RD BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.492,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.8m (12.5ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Inventory Rating: 57.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.82m (2.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $110,000,  Roadway Improvement Cost: $30,000,  Total Project Cost: $154,000

Find on map >>   Show street view

Structure Number: 260037,  Location: US-441 OVER NW. 8th AVE. (Lat: 29.659203,  Lng: -82.339164),  Route carried "on" structure: US 441,  Year Built: 1955,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 27,000 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 46,845 (year 2042),  Design Load: HS 20,  Features Intersected: NW. 8th AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.672,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.7m (51.5ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.23m (10.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $142,000,  Roadway Improvement Cost: $14,000,  Total Project Cost: $220,000,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 260038,  Location: 0.2 MI. W. OF SR-121 (Lat: 29.651944,  Lng: -82.374722),  Route carried "on" structure: State highway 26,  Year Built: 1957,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 17,900 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 31,056 (year 2042),  Design Load: H 20,  Features Intersected: HOGTOWN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.924,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 4.6m (15.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 24.5m (80.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 26.6 metric tons,  Method Used To Determine Operating Rating: Load Testing,  Inventory Rating: 20.5 metric tons,  Method Used To Determine Inventory Rating: Load Testing,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 260042,  Location: 1.3 MI. E. OF SR-20 (Lat: 29.651944,  Lng: -82.284444),  Route carried "on" structure: State highway 26,  Year Built: 1972,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 9,900 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 17,176 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: DRAINAGE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.195,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 71.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.8 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: June 2020

Find on map >>   Show street view

Structure Number: 260048,  Location: 2.6 MI. SW. OF SR-222 (Lat: 29.666958,  Lng: -82.248492),  Route carried "on" structure: State highway 26,  Year Built: 1959,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 0.65m (2.13ft),  Average Daily Traffic: 5,100 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 8,848 (year 2042),  Design Load: H 15,  Features Intersected: LAKE RIDGE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.897,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.2m (33.5ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  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: Equal to 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: January 2022

Find on map >>   Show street view

Structure Number: 260049,  Location: 0.9 MI. SW. OF SR-222 (Lat: 29.679328,  Lng: -82.234406),  Route carried "on" structure: State highway 26,  Year Built: 1959,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 0.66m (2.17ft),  Average Daily Traffic: 3,500 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 6,072 (year 2042),  Design Load: H 15,  Features Intersected: LITTLE HATCHET CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.538,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 63.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.8 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: January 2022

Find on map >>   Show street view

Structure Number: 260051,  Location: 2.2 MI NORTH OF SR 24 (Lat: 29.734167,  Lng: -82.276667),  Route carried "on" structure: County highway 225,  Year Built: 1952,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 1.14m (3.74ft),  Average Daily Traffic: 2,300 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,991 (year 2042),  Design Load: HS 20,  Features Intersected: HATCHETT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.545,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.8m (12.5ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 47.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Underwater Inspection Date: October 2021

Find on map >>   Show street view

Structure Number: 260053,  Location: 3.7 MI. E. OF SR-24 (Lat: 29.687950,  Lng: -82.238336),  Route carried "on" structure: State highway 222,  Year Built: 1959,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 7,000 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 12,145 (year 2042),  Design Load: HS 20,  Features Intersected: LITTLE HATCHET CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.557,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Inventory Rating: 63.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to 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: May 2020

Find on map >>   Show street view

Structure Number: 260054,  Location: I-75 SB/SR-24 (Lat: 29.617222,  Lng: -82.386111),  Route carried "on" structure: Interstate 75,  Year Built: 1964,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 29,000 (year 2020),  Truck Traffic: 34%,  Average Future Daily Traffic: 50,315 (year 2042),  Design Load: HS 20,  Features Intersected: SR-24
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.704,  Lanes on structure: 3,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.2m (56.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.9 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: November 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 260055,  Location: 1.3 MI. N. OF SR-24 (Lat: 29.632222,  Lng: -82.396667),  Route carried "on" structure: Interstate 75,  Year Built: 1964,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 34,250 (year 2020),  Truck Traffic: 34%,  Average Future Daily Traffic: 59,424 (year 2042),  Design Load: HS 20,  Features Intersected: HOGTOWN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.640,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.8 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Underwater Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 260056,  Location: 1.9 MI N. OF SR-24 (Lat: 29.639942,  Lng: -82.402042),  Route carried "on" structure: County highway 2074,  Year Built: 1964,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 8.11m (26.61ft),  Average Daily Traffic: 16,000 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 27,760 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: I-75 (SR-93)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.427,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.2m (86.0ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 64.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.6 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 260057,  Location: I-75 SB OVER SR-26 (Lat: 29.659650,  Lng: -82.419122),  Route carried "on" structure: Interstate 75,  Year Built: 1964,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 7.83m (25.69ft),  Average Daily Traffic: 34,250 (year 2020),  Truck Traffic: 34%,  Average Future Daily Traffic: 59,424 (year 2042),  Design Load: HS 20,  Features Intersected: SR-26 NEWBERRY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.372,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.4m (73.5ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.7 metric tons,  Method Used To Determine Operating Rating: Load Testing,  Inventory Rating: 41.2 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Total Project Cost: $250,000,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 260058,  Location: 1.6 MI. N. OF SR-26 (Lat: 29.674336,  Lng: -82.432100),  Route carried "on" structure: County highway 3455,  Year Built: 1963,  Status: Open,  Structure Length: 11.43m (37.50ft),  Average Daily Traffic: 14,000 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 24,290 (year 2042),  Design Load: H 20,  Features Intersected: I-75 (SR-93)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.329,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 27.1m (88.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 47.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.43m (37.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $504,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $756,000,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 260063,  Location: I-75 SB at SR-121 (Lat: 29.601994,  Lng: -82.373419),  Route carried "on" structure: Interstate 75,  Year Built: 1964,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 6.19m (20.31ft),  Average Daily Traffic: 56,500 (year 2020),  Truck Traffic: 34%,  Average Future Daily Traffic: 98,028 (year 2042),  Design Load: HS 20,  Features Intersected: SR-121 & 331 WILLISTON R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.612,  Lanes on structure: 4,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.8m (65.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.8m (51.8ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 20.3m (66.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 49.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.3 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 260079,  Location: I-75 NB at SR-121 (Lat: 29.602158,  Lng: -82.373194),  Route carried "on" structure: Interstate 75,  Year Built: 1964,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 6.19m (20.31ft),  Average Daily Traffic: 28,250 (year 2020),  Truck Traffic: 24%,  Average Future Daily Traffic: 49,014 (year 2042),  Design Load: H 20,  Features Intersected: SR-121 & 331 WILLISTON R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.612,  Lanes on structure: 4,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.8m (51.8ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 20.3m (66.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 51.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 260081,  Location: 1.3 MI. N. OF SR-24 (Lat: 29.632269,  Lng: -82.396489),  Route carried "on" structure: Interstate 75,  Year Built: 1964,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 34,250 (year 2020),  Truck Traffic: 34%,  Average Future Daily Traffic: 59,424 (year 2042),  Design Load: HS 20,  Features Intersected: HOGTOWN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.640,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.8 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Underwater Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 260082,  Location: I-75 NB OVER SR-26 (Lat: 29.659722,  Lng: -82.418889),  Route carried "on" structure: Interstate 75,  Year Built: 1964,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 7.83m (25.69ft),  Average Daily Traffic: 34,250 (year 2020),  Truck Traffic: 34%,  Average Future Daily Traffic: 59,424 (year 2042),  Design Load: HS 20,  Features Intersected: SR-26 NEWBERRY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.355,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 65.5 metric tons,  Method Used To Determine Operating Rating: Load Testing,  Inventory Rating: 39.3 metric tons,  Method Used To Determine Inventory Rating: Load Testing,  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: July 2021,  Total Project Cost: $250,000,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 260083,  Location: 0.2 MI EAST OF SR 121 (Lat: 29.659444,  Lng: -82.368611),  Route carried "on" structure: County highway 338,  Year Built: 1968,  Status: Open,  Structure Length: 0.96m (3.15ft),  Average Daily Traffic: 6,600 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 11,451 (year 2042),  Design Load: HS 20,  Features Intersected: BRANCH OF POSSUM CREEK,  Facility Carried by Structure: NW 8TH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.469,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.3m (10.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Inventory Rating: 55.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021

Find on map >>   Show street view

Structure Number: 260084,  Location: 0.7 MI EAST OF SR 121 (Lat: 29.659447,  Lng: -82.360911),  Route carried "on" structure: City street 338,  Year Built: 1968,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 6,600 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 11,451 (year 2042),  Design Load: HS 20,  Features Intersected: BRANCH OF HOGTOWN CREEK,  Facility Carried by Structure: NW 8TH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.237,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.5m (14.8ft)

Condition: Channel: Poor,  Culverts: Good,  Inventory Rating: 84.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Underwater Inspection Date: October 2021,  Other Special Inspection Date: October 2021

Find on map >>   Show street view

Structure Number: 260092,  Location: 0.3 MI. S. OF SR-222 (Lat: 29.688061,  Lng: -82.339014),  Route carried "on" structure: US 441,  Year Built: 1958,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 26,000 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 45,110 (year 2042),  Design Load: H 15,  Features Intersected: HOGTOWN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.620,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 24 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020

Find on map >>   Show street view

Structure Number: 260095,  Location: 0.6 MI. E. OF CR-225A (Lat: 29.730433,  Lng: -82.249078),  Route carried "on" structure: State highway 24,  Year Built: 1975,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 16,200 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 28,107 (year 2042),  Design Load: HS 20,  Features Intersected: HATCHET CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.121,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Structural Evaluation: Equal to 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: December 2020

Find on map >>   Show street view

Structure Number: 260096,  Location: 1.3 MI. E. OF CR-225A (Lat: 29.737556,  Lng: -82.239383),  Route carried "on" structure: State highway 24,  Year Built: 1975,  Status: Open,  Structure Length: 1.14m (3.74ft),  Average Daily Traffic: 16,200 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 28,107 (year 2042),  Design Load: HS 20,  Features Intersected: HATCHET CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.300,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.6m (61.0ft),  Skew: 13 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Structural Evaluation: Equal to 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: December 2020

Find on map >>   Show street view

Structure Number: 260097,  Location: 1.5 MI WEST OF US 441 (Lat: 29.666667,  Lng: -82.364167),  Route carried "on" structure: County highway ,  Year Built: 1965,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 1.14m (3.74ft),  Average Daily Traffic: 19,700 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 34,180 (year 2042),  Design Load: HS 20,  Features Intersected: POSSUM CREEK,  Facility Carried by Structure: NW 16TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.593,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.9m (12.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021

Find on map >>   Show street view

Structure Number: 260098,  Location: 0.6 MI W OF US 441 (Lat: 29.666667,  Lng: -82.348864),  Route carried "on" structure: County highway ,  Year Built: 1965,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 19,700 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 34,180 (year 2042),  Design Load: HS 20,  Features Intersected: HOGTOWN CREEK,  Facility Carried by Structure: NW 16TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.052,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 16.1m (52.8ft),  Skew: 24 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.5m (14.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Inventory Rating: 59.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021

Find on map >>   Show street view

Structure Number: 260101,  Location: SR-222 OVER I-75 (Lat: 29.688889,  Lng: -82.446389),  Route carried "on" structure: State highway 222,  Year Built: 2001,  Status: Open,  Structure Length: 11.68m (38.32ft),  Average Daily Traffic: 28,500 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 49,448 (year 2042),  Design Load: HS 20,  Features Intersected: I-75 (SR-93)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.278,  Lanes on structure: 6,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 24 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 38.3m (125.7ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 33.3m (109.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 66.0 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 260103,  Location: 4.8 MI. E. OF SR-26 (Lat: 29.611258,  Lng: -82.248164),  Route carried "on" structure: State highway 20,  Year Built: 2000,  Status: Open,  Structure Length: 5.68m (18.64ft),  Average Daily Traffic: 4,300 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,460 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: PRAIRIE CRK. & BIKE PATH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.008,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 7.1m (23.3ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Underwater Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 260104,  Location: 4.8 MI. E. OF SR-26 (Lat: 29.611486,  Lng: -82.248294),  Route carried "on" structure: State highway 20,  Year Built: 2000,  Status: Open,  Structure Length: 5.68m (18.64ft),  Average Daily Traffic: 4,300 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,460 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: PRAIRIE CRK. & BIKE PATH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 7.1m (23.3ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Underwater Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 260115,  Location: 0.2 MI. W. OF SR-121 (Lat: 29.650667,  Lng: -82.375303),  Route carried "on" structure: Business State highway 26A,  Year Built: 2006,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 13,300 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 23,076 (year 2042),  Design Load: HS 20,  Features Intersected: HOGTOWN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.435,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.5m (24.6ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 5.1m (16.7ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 29.6m (97.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 26094,  Location: 200 FT. N. OF SR-26 (Lat: 29.652833,  Lng: -82.372403),  Route carried "on" structure: State highway 121,  Year Built: 1961,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 19,100 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 33,138 (year 2042),  Design Load: HS 20,  Features Intersected: HOGTOWN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.456,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 28.7m (94.2ft),  Out-to-Out Width: 33.5m (109.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 260941,  Location: 1.5 MI. N. OF SR-26 (Lat: 29.673611,  Lng: -82.372222),  Route carried "on" structure: State highway 121,  Year Built: 1963,  Status: Open,  Structure Length: 0.95m (3.12ft),  Average Daily Traffic: 14,500 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 25,158 (year 2042),  Design Load: H 15,  Features Intersected: BRANCH OF HOGTOWN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.767,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.9m (32.5ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Inventory Rating: 58.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021

Find on map >>   Show street view

Structure Number: 264137,  Location: 1 MI WEST OF SR 121 (Lat: 29.800556,  Lng: -82.401389),  Route carried "on" structure: County highway ,  Year Built: 1988,  Status: Open,  Structure Length: 1.69m (5.54ft),  Average Daily Traffic: 800 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,388 (year 2042),  Features Intersected: ROCKY CREEK,  Facility Carried by Structure: NW 156TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.274,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 69.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 46.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  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 24 months,  Inspection Date: November 2021

Find on map >>   Show street view

Structure Number: 264145,  Location: 1.0 MI E OF SR 121 (Lat: 29.785117,  Lng: -82.361667),  Route carried "on" structure: ServiceCounty highway ,  Year Built: 1990,  Status: Open,  Structure Length: 0.95m (3.12ft),  Average Daily Traffic: 151 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 262 (year 2042),  Features Intersected: ROCKY CREEK,  Facility Carried by Structure: NW 142ND AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.3m (20.7ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.3m (10.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 64.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 41.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021

Find on map >>   Show street view

Structure Number: 264626,  Location: 0.2 MI WEST OF SR 24 (Lat: 29.681389,  Lng: -82.295833),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 0.66m (2.17ft),  Average Daily Traffic: 1,200 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,082 (year 2042),  Design Load: HL 93,  Features Intersected: LITTLE HATCHET CREEK,  Facility Carried by Structure: NE 31ST AVE
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.962,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.2m (10.5ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 66.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 51.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: September 2021

Find on map >>   Show street view

Structure Number: 264875,  Location: 1.25 MI WEST OF SR 121 (Lat: 29.638056,  Lng: -82.392222),  Route carried "on" structure: County highway ,  Year Built: 1974,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 16,000 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 27,760 (year 2042),  Design Load: HS 20,  Features Intersected: HOGTOWN CREEK,  Facility Carried by Structure: SW 20TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.433,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 31.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Underwater Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 264877,  Location: 0.3MI WEST OF SW 42ND ST (Lat: 29.625278,  Lng: -82.391028),  Route carried "on" structure: County highway 241,  Year Built: 2016,  Status: Open,  Structure Length: 13.32m (43.70ft),  Average Daily Traffic: 1,900 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,297 (year 2042),  Design Load: HL 93,  Features Intersected: I-75 & SW 40TH BLVD.,  Facility Carried by Structure: SW 30TH AVE.
Minimum Vertical Clearance: 6.10m (20.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 8,  Owner: County Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 23 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 48.5m (159.1ft),  Curb or Sidewalk Widths: Left: 3.3m (10.8ft),  Right: 0.0m,  Curb-To-Curb Width: 22.6m (74.1ft),  Out-to-Out Width: 26.4m (86.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 34.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  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: November 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 264879,  Location: 0.2 MI S/O NW 16TH AVE (Lat: 29.663508,  Lng: -82.353639),  Route carried "on" structure: City street ,  Year Built: 1982,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 5,600 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 9,716 (year 2042),  Features Intersected: HOGTOWN CREEK,  Facility Carried by Structure: NW 22ND STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.265,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.1m (23.3ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.8m (12.5ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 43.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 30.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  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: October 2020

Find on map >>   Show street view

Structure Number: 26488,  Location: 0.2 MI W/O SE 171st ST (Lat: 29.629767,  Lng: -82.141778),  Route carried "on" structure: County highway ,  Year Built: 1982,  Status: Open,  Structure Length: 1.05m (3.44ft),  Average Daily Traffic: 150 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 261 (year 2042),  Features Intersected: CANAL,  Facility Carried by Structure: SE 24TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.581,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 42.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 27.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to 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: October 2020

Find on map >>   Show street view

Structure Number: 260003,  Location: 0.1 MI. S. OF SR-24 (Lat: 29.641036,  Lng: -82.339339),  Route carried "under" structure: US 441,  Year Built: 1957,  Structure Length: 0. m,  Average Daily Traffic: 19,500 (year 2020),  Truck Traffic: 6%,  Features Intersected: US-441 (SR-25),  Facility Carried by Structure: PEDESTRIAN OVERPAS
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 21.638,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

Find on map >>   Show street view

Structure Number: 260037,  Location: US-441 OVER NW. 8th AVE. (Lat: 29.659203,  Lng: -82.339164),  Route carried "under" structure: City street ,  Year Built: 1955,  Structure Length: 0. m,  Average Daily Traffic: 14,000 (year 2020),  Truck Traffic: 3%,  Features Intersected: NW. 8th AVE.,  Facility Carried by Structure: US-441 (SR-25)
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 1.395,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 12.8m (42.0ft)

Find on map >>   Show street view

Structure Number: 260054,  Location: I-75 SB/SR-24 (Lat: 29.617222,  Lng: -82.386111),  Route carried "under" structure: State highway 24,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 28,500 (year 2020),  Truck Traffic: 12%,  Features Intersected: SR-24,  Facility Carried by Structure: I-75 SB (SR-93)
Minimum Vertical Clearance: 7.21m (23.65ft),  Kilometerpoint: 20.223,  Lanes on structure: 3,  Lanes under structure: 7,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.3m (60.0ft)

Find on map >>   Show street view

Structure Number: 260056,  Location: 1.9 MI N. OF SR-24 (Lat: 29.639942,  Lng: -82.402042),  Route carried "under" structure: Interstate 75,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 68,500 (year 2020),  Truck Traffic: 34%,  Features Intersected: I-75 (SR-93),  Facility Carried by Structure: CR-2074 (SW 20TH)
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 20.666,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.2m (86.0ft)

Find on map >>   Show street view

Structure Number: 260057,  Location: I-75 SB OVER SR-26 (Lat: 29.659650,  Lng: -82.419122),  Route carried "under" structure: State highway 26,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 49,000 (year 2020),  Truck Traffic: 6%,  Features Intersected: SR-26 NEWBERRY ROAD,  Facility Carried by Structure: I-75 SB SR-93
Minimum Vertical Clearance: 5.06m (16.60ft),  Kilometerpoint: 23.471,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.4m (66.9ft)

Find on map >>   Show street view

Structure Number: 260058,  Location: 1.6 MI. N. OF SR-26 (Lat: 29.674336,  Lng: -82.432100),  Route carried "under" structure: Interstate 75,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 43,500 (year 2020),  Truck Traffic: 34%,  Features Intersected: I-75 (SR-93),  Facility Carried by Structure: NW 23RD AVE.C-3455
Minimum Vertical Clearance: 4.91m (16.11ft),  Kilometerpoint: 25.461,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.1m (88.9ft)

Find on map >>   Show street view

Structure Number: 260063,  Location: I-75 SB at SR-121 (Lat: 29.601994,  Lng: -82.373419),  Route carried "under" structure: State highway 121,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 9,700 (year 2020),  Truck Traffic: 6%,  Features Intersected: SR-121 & 331 WILLISTON R,  Facility Carried by Structure: I-75 SB SR-93
Minimum Vertical Clearance: 4.74m (15.55ft),  Kilometerpoint: 14.246,  Lanes on structure: 4,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.8m (51.8ft)

Find on map >>   Show street view

Structure Number: 260079,  Location: I-75 NB at SR-121 (Lat: 29.602158,  Lng: -82.373194),  Route carried "under" structure: State highway 121,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 9,700 (year 2020),  Truck Traffic: 6%,  Features Intersected: SR-121 & 331 WILLISTON R,  Facility Carried by Structure: I-75 NB SR-93
Minimum Vertical Clearance: 4.59m (15.06ft),  Kilometerpoint: 14.275,  Lanes on structure: 4,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.8m (51.8ft)

Find on map >>   Show street view

Structure Number: 26008,  Location: I-75 NB/SR-24 (Lat: 29.617339,  Lng: -82.385972),  Route carried "under" structure: State highway 24,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 28,500 (year 2020),  Truck Traffic: 12%,  Features Intersected: SR-24,  Facility Carried by Structure: I-75 NB (SR-93)
Minimum Vertical Clearance: 7.53m (24.70ft),  Kilometerpoint: 20.242,  Lanes on structure: 3,  Lanes under structure: 7,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.3m (60.0ft)

Find on map >>   Show street view

Structure Number: 260082,  Location: I-75 NB OVER SR-26 (Lat: 29.659722,  Lng: -82.418889),  Route carried "under" structure: State highway 26,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 49,000 (year 2020),  Truck Traffic: 6%,  Features Intersected: SR-26 NEWBERRY ROAD,  Facility Carried by Structure: I-75 NB SR-93
Minimum Vertical Clearance: 4.94m (16.21ft),  Kilometerpoint: 23.504,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.4m (66.9ft)