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

Find on map >>   Show street view

Structure Number: 10014,  Location: 1.6 MI E OF SR S-765A (Lat: 26.884639,  Lng: -81.978611),  Route carried "on" structure: County highway 768,  Year Built: 1967,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 2,400 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 4,164 (year 2042),  Features Intersected: ALLIGATOR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.718,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.2m (20.3ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.1m (16.7ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 74.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: May 2021

Find on map >>   Show street view

Structure Number: 1002,  Location: 4.2 MI EAST OF US-17 (Lat: 26.946806,  Lng: -81.933944),  Route carried "on" structure: County highway 74,  Year Built: 1950,  Year Reconstructed: 1973,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 5,300 (year 2020),  Truck Traffic: 31%,  Average Future Daily Traffic: 9,196 (year 2042),  Design Load: H 15,  Features Intersected: MYRTLE SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.698,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 2 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,  Operating Rating: 37.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021

Find on map >>   Show street view

Structure Number: 10029,  Location: 0.8 MILE SW OF CR-776 (Lat: 26.934369,  Lng: -82.353047),  Route carried "on" structure: County highway 776,  Year Built: 1965,  Year Reconstructed: 2018,  Status: Posted for load,  Structure Length: 30.65m (100.56ft),  Average Daily Traffic: 11,300 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 14,125 (year 2042),  Features Intersected: LEMON BAY ICWW,  Facility Carried by Structure: BEACH ROAD
Minimum Vertical Clearance: 5.39m (17.68ft),  Kilometerpoint: 1.302,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Navigation Control: Yes ( Vertical Clearance: 6.2m (20.3ft), Horizontal Clearance: 26.2m (86.0ft)),  Material/Design: Steel,  Design/Construction: Movable - Bascule,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 18,  Length of Maximum Span: 31.4m (103.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 38.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: January 2022,  Critical Feature Inspection Date: January 2022,  Underwater Inspection Date: December 2020,  Other Special Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 10031,  Location: 3.2MI WEST OF US-41 (Lat: 26.995836,  Lng: -82.195994),  Route carried "on" structure: State highway 776,  Year Built: 1962,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 29,000 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 50,315 (year 2042),  Design Load: HS 20,  Features Intersected: SAM KNIGHT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.952,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 13 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.2m (10.5ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 67.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.5 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,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Underwater Inspection Date: April 2020

Find on map >>   Show street view

Structure Number: 10032,  Location: 0.4MI S OF CR-765 (Lat: 26.887756,  Lng: -82.020094),  Route carried "on" structure: US 41,  Year Built: 1971,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 6,550 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 11,364 (year 2042),  Design Load: HS 20,  Features Intersected: ALLIGATOR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.833,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.3m (40.4ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 8.1m (26.6ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 50.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 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: June 2020,  Underwater Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 10033,  Location: 1MI N OF CR-765 (Lat: 26.902225,  Lng: -82.033986),  Route carried "on" structure: US 41,  Year Built: 1935,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 2.04m (6.69ft),  Average Daily Traffic: 13,250 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 22,989 (year 2042),  Features Intersected: OYSTER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.963,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.2m (26.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.6 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: 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: June 2020,  Underwater Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 10045,  Location: 0.1MI S OF MIDWAY BLVD. (Lat: 26.993744,  Lng: -82.115036),  Route carried "on" structure: US 41,  Year Built: 1994,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 3.17m (10.40ft),  Average Daily Traffic: 46,500 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 80,678 (year 2042),  Design Load: HS 20,  Features Intersected: MORNING STAR CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.469,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.3m (96.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 29.3m (96.1ft),  Out-to-Out Width: 37.6m (123.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.9 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,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Underwater Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 10059,  Location: 3.2MI S OF KINGS HWY (Lat: 26.979800,  Lng: -82.023892),  Route carried "on" structure: Interstate 75,  Year Built: 1980,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 6.61m (21.69ft),  Average Daily Traffic: 33,500 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 58,122 (year 2042),  Design Load: HS 20,  Features Intersected: CR-776
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.740,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.9m (55.4ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.2m (108.9ft),  Curb-To-Curb Width: 16.9m (55.4ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 81.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 10062,  Location: 350FT SOUTH OF MANOR RD (Lat: 26.930875,  Lng: -82.336667),  Route carried "on" structure: County highway 775,  Year Built: 1981,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 3.54m (11.61ft),  Average Daily Traffic: 15,100 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 26,199 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: AINGER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.988,  Lanes on structure: 5,  Owner: County Highway Agency,  Approaching Roadway Width: 19.7m (64.6ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 9.6m (31.5ft),  Curb or Sidewalk Widths: Left: 2.9m (9.5ft),  Right: 2.9m (9.5ft),  Curb-To-Curb Width: 20.0m (65.6ft),  Out-to-Out Width: 26.8m (87.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 83.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: 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: June 2020,  Underwater Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 10065,  Location: 1.3MI EAST OF CR-765A (Lat: 26.917481,  Lng: -82.012369),  Route carried "on" structure: County highway ,  Year Built: 1981,  Status: Open,  Structure Length: 7.96m (26.12ft),  Average Daily Traffic: 5,700 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 9,890 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: I-75 (SR-93),  Facility Carried by Structure: AIRPORT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.033,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 12.0m (39.4ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.8m (130.6ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 65.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.2 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Precast Panels

Find on map >>   Show street view

Structure Number: 10066,  Location: 1 MI S OF CR-768 NORTH (Lat: 26.884861,  Lng: -81.991222),  Route carried "on" structure: County highway 768,  Year Built: 1981,  Status: Open,  Structure Length: 10.49m (34.42ft),  Average Daily Traffic: 2,400 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 4,164 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: I-75 (SR 93)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.411,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 69.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Precast Panels

Find on map >>   Show street view

Structure Number: 10067,  Location: 1.5MI. E OF US-41 (Lat: 26.939000,  Lng: -82.024778),  Route carried "on" structure: US 17,  Year Built: 1981,  Status: Open,  Structure Length: 4.97m (16.31ft),  Average Daily Traffic: 8,350 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 14,487 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: FLORIDA STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.918,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 48.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Precast Panels

Find on map >>   Show street view

Structure Number: 10068,  Location: 1.5MI E OF US-41 (Lat: 26.938781,  Lng: -82.024606),  Route carried "on" structure: US 17,  Year Built: 1981,  Status: Open,  Structure Length: 4.97m (16.31ft),  Average Daily Traffic: 8,350 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 14,487 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: FLORIDA STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.926,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.7m (51.5ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 15.7m (51.5ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 48.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Precast Panels

Find on map >>   Show street view

Structure Number: 10071,  Location: 9MI S OF TOLEDO BLADE BLV (Lat: 27.020222,  Lng: -82.048583),  Route carried "on" structure: Interstate 75,  Year Built: 1980,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 8.05m (26.41ft),  Average Daily Traffic: 30,000 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 52,050 (year 2042),  Design Load: HS 20,  Features Intersected: CR-769 (KINGS HWY)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.846,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.3m (83.0ft),  Curb-To-Curb Width: 17.2m (56.4ft),  Out-to-Out Width: 18.1m (59.4ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 58.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.9 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 10072,  Location: 9MI S OF TOLEDO BLADE BLV (Lat: 27.020444,  Lng: -82.048389),  Route carried "on" structure: Interstate 75,  Year Built: 1980,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 8.05m (26.41ft),  Average Daily Traffic: 30,000 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 52,050 (year 2042),  Design Load: HS 20,  Features Intersected: CR-769 (KINGS HWY)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.857,  Lanes on structure: 3,  Lanes under structure: 6,  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: 4,  Length of Maximum Span: 25.3m (83.0ft),  Curb-To-Curb Width: 17.2m (56.4ft),  Out-to-Out Width: 18.1m (59.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 58.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.9 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 10073,  Location: 3.4MI SOUTH OF US-17 (Lat: 26.895047,  Lng: -82.002519),  Route carried "on" structure: Interstate 75,  Year Built: 1981,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 7.24m (23.75ft),  Average Daily Traffic: 27,000 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 46,845 (year 2042),  Design Load: HS 20,  Features Intersected: N JONES LOOP ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.905,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.9m (55.4ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 41.5m (136.2ft),  Curb-To-Curb Width: 16.9m (55.4ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 49.4 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.25m (23.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $700,000,  Roadway Improvement Cost: $70,000,  Total Project Cost: $770,000,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 1008,  Location: 0.1MI NORTH OF US-17 (Lat: 26.942525,  Lng: -82.019844),  Route carried "on" structure: Interstate 75,  Year Built: 1975,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 6.52m (21.39ft),  Average Daily Traffic: 33,500 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 58,122 (year 2042),  Design Load: HS 20,  Features Intersected: RVRSIDE DR & SEM GLF RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.512,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.7m (81.0ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 22.2m (72.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 43.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.7 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: Superior to present desirable criteria,  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: 10082,  Location: 3.3 MI SOUTH OF CR-768 (Lat: 26.858139,  Lng: -81.971333),  Route carried "on" structure: Interstate 75,  Year Built: 1979,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 7.50m (24.61ft),  Average Daily Traffic: 24,250 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 42,074 (year 2042),  Design Load: HL 93,  Features Intersected: TUCKER GRADE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.660,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 47.2m (154.9ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 18.2m (59.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 46.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 35.6 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.50m (24.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $659,000,  Roadway Improvement Cost: $66,000,  Total Project Cost: $725,000,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 10084,  Location: 0.5MI SOUTH OF SR-776 (Lat: 26.927733,  Lng: -82.313028),  Route carried "on" structure: County highway ,  Year Built: 1980,  Status: Open,  Structure Length: 2.92m (9.58ft),  Average Daily Traffic: 6,600 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 11,451 (year 2042),  Design Load: HS 20,  Features Intersected: OYSTER CREEK,  Facility Carried by Structure: SAN CASA DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.609,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.6m (21.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 81.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  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: June 2020,  Underwater Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 10085,  Location: 2.3MI S OF TUCKERS GRADE (Lat: 26.828931,  Lng: -81.953083),  Route carried "on" structure: Interstate 75,  Year Built: 1979,  Status: Open,  Structure Length: 0.89m (2.92ft),  Average Daily Traffic: 24,250 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 42,074 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: TOWER CANAL
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 9.865,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Inventory Rating: 62.7 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,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Underwater Inspection Date: March 2021

Find on map >>   Show street view

Structure Number: 10092,  Location: 0.3MI NORTH OF US-17 (Lat: 26.944964,  Lng: -82.056811),  Route carried "on" structure: US 41,  Year Built: 1983,  Status: Open,  Structure Length: 155.14m (508.99ft),  Average Daily Traffic: 23,500 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 40,772 (year 2042),  Design Load: HS 20,  Features Intersected: PEACE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.788,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  Navigation Control: Yes ( Vertical Clearance: 13.7m (44.9ft), Horizontal Clearance: 22.0m (72.2ft)),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 66,  Length of Maximum Span: 33.4m (109.6ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 46.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to 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 2021,  Underwater Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 100001,  Location: 1.6MI NORTH OF US-92 (Lat: 28.020042,  Lng: -82.451283),  Route carried "on" structure: US 41,  Year Built: 1923,  Year Reconstructed: 1965,  Status: Open,  Structure Length: 6.25m (20.51ft),  Average Daily Traffic: 23,500 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 40,772 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: HILLSBOROUGH RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.723,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 2,  Length of Maximum Span: 13.1m (43.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 19.6m (64.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 43.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  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: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 100029,  Location: 0.2MI E OF ORIENT ROAD (Lat: 27.966503,  Lng: -82.367931),  Route carried "on" structure: County highway 574,  Year Built: 1971,  Status: Open,  Structure Length: 16.09m (52.79ft),  Average Daily Traffic: 11,100 (year 2022),  Truck Traffic: 10%,  Average Future Daily Traffic: 13,875 (year 2042),  Design Load: HS 20,  Features Intersected: TAMPA BYPASS CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.421,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 14.2m (46.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 13.6m (44.6ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 43.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.1 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: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Underwater Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 100049,  Location: 0.4 MILE S OF SR-60 (Lat: 27.945986,  Lng: -82.401808),  Route carried "on" structure: US 41,  Year Built: 1958,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 22.31m (73.20ft),  Average Daily Traffic: 36,500 (year 2021),  Truck Traffic: 12%,  Average Future Daily Traffic: 63,328 (year 2041),  Design Load: HL 93,  Features Intersected: PALM RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.327,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.5m (57.4ft),  Skew: 30 degrees,  Navigation Control: Yes ( Vertical Clearance: 3.9m (12.8ft), Horizontal Clearance: 12.1m (39.7ft)),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 20,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 53.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 40.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  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: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 100064,  Location: 0.9 MI WEST OF SR-589 (Lat: 27.967417,  Lng: -82.562167),  Route carried "on" structure: State highway 60,  Year Built: 1952,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 1.88m (6.17ft),  Average Daily Traffic: 61,500 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 106,702 (year 2041),  Design Load: HS 20,  Features Intersected: ROCKY POINT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.631,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 30.2m (99.1ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 30.2m (99.1ft),  Out-to-Out Width: 35.7m (117.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 34.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.5 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: 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: June 2021,  Underwater Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 100069,  Location: 1.7 MILE NORTH OF US-92 (Lat: 28.020956,  Lng: -82.459517),  Route carried "on" structure: Business US 41,  Year Built: 1926,  Status: Open,  Structure Length: 4.92m (16.14ft),  Average Daily Traffic: 19,800 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 34,353 (year 2041),  Design Load: H 20,  Features Intersected: HILLSBOROUGH RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.116,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.4m (40.7ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 16.4m (53.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 30.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 23.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  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: March 2021,  Underwater Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 100074,  Location: 0.4 MI E OF US-41 BUS (Lat: 27.960406,  Lng: -82.454714),  Route carried "on" structure: Ramp Interstate 275,  Year Built: 1963,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 5.01m (16.44ft),  Average Daily Traffic: 13,500 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 23,422 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: 7TH AVENUE,  Facility Carried by Structure: JEFFERSON ST RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.600,  Lanes on structure: 3,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 47.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 10008,  Location: 1.8 MILES EAST OF US-41 (Lat: 27.952353,  Lng: -82.370936),  Route carried "on" structure: State highway 60,  Year Built: 1970,  Status: Open,  Structure Length: 19.86m (65.16ft),  Average Daily Traffic: 12,789 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 22,189 (year 2041),  Design Load: HS 20,  Features Intersected: TAMPA BYPASS CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.318,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.2m (36.7ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 16.6m (54.5ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 47.8 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,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.98m (6.50ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Underwater Inspection Date: May 2021,  Bridge Improvement Cost: $10,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $11,000,  Deck Structure Type: Concrete Precast Panels

Find on map >>   Show street view

Structure Number: 100081,  Location: 1.8MI EAST OF US-41 (Lat: 27.952161,  Lng: -82.370969),  Route carried "on" structure: State highway 60,  Year Built: 1970,  Status: Open,  Structure Length: 19.92m (65.35ft),  Average Daily Traffic: 12,789 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 22,189 (year 2041),  Design Load: HS 20,  Features Intersected: TAMPA BYPASS CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.312,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.5m (37.7ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 16.7m (54.8ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 47.8 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,  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: June 2021,  Underwater Inspection Date: May 2021,  Deck Structure Type: Concrete Precast Panels

Find on map >>   Show street view

Structure Number: 100082,  Location: 0.3 MI E OF SR-685 BUS 41 (Lat: 27.959469,  Lng: -82.455281),  Route carried "on" structure: Ramp Interstate 275,  Year Built: 1963,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 7.52m (24.67ft),  Average Daily Traffic: 13,500 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 23,422 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: CENTRAL AVE.
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.707,  Lanes on structure: 3,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 20.2m (66.3ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: July 2020,  Critical Feature Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 100086,  Location: 0.9MI NORTH OF SLIGH AVE. (Lat: 28.022042,  Lng: -82.435033),  Route carried "on" structure: City street ,  Year Built: 1957,  Status: Open,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 13,500 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 23,423 (year 2042),  Design Load: H 20,  Features Intersected: HILLSBOROUGH RIVER,  Facility Carried by Structure: ROWLETT PARK DR.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.199,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.6m (28.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.2m (53.1ft),  Curb or Sidewalk Widths: Left: 1.0m (3.3ft),  Right: 1.0m (3.3ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  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: Febuary 2021,  Underwater Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 100087,  Location: 1.7 MI WEST OF DALE MABRY (Lat: 27.945528,  Lng: -82.537267),  Route carried "on" structure: Ramp State highway 60,  Year Built: 1958,  Year Reconstructed: 1976,  Status: Open,  Structure Length: 11.27m (36.98ft),  Average Daily Traffic: 3,400 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 5,899 (year 2041),  Design Load: HS 20,  Features Intersected: I-275/SR-93
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.211,  Lanes on structure: 1,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 5 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-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 51.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 38.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 100089,  Location: 0.25 MILE NORTH OF SR-60 (Lat: 27.955728,  Lng: -82.401786),  Route carried "on" structure: US 41,  Year Built: 1965,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 36,000 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 62,460 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.529,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.6m (77.4ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.8m (12.5ft)

Condition: Channel: Good,  Culverts: Good,  Inventory Rating: 62.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Underwater Inspection Date: Febuary 2021

Find on map >>   Show street view

Structure Number: 1001,  Location: 0.7 MI W OF US-41 (Lat: 27.946608,  Lng: -82.461011),  Route carried "on" structure: State highway 60,  Year Built: 1913,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 9.81m (32.19ft),  Average Daily Traffic: 33,550 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 41,937 (year 2041),  Design Load: HS 20,  Features Intersected: HILLSBOROUGH RIVER
Minimum Vertical Clearance: 5.55m (18.21ft),  Kilometerpoint: 4.958,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.1m (59.4ft),  Skew: 2 degrees,  Navigation Control: Yes ( Vertical Clearance: 3.3m (10.8ft), Horizontal Clearance: 25.6m (84.0ft)),  Material/Design: Steel,  Design/Construction: Movable - Bascule,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 36.9m (121.1ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 18.1m (59.4ft),  Out-to-Out Width: 23.8m (78.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 45.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  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,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: April 2020,  Underwater Inspection Date: March 2020,  Other Special Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 100103,  Location: 2.0MI NORTH OF SR-60 (Lat: 27.976328,  Lng: -82.360294),  Route carried "on" structure: US 301,  Year Built: 1972,  Status: Open,  Structure Length: 20.53m (67.36ft),  Average Daily Traffic: 18,250 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 31,664 (year 2042),  Design Load: HL 93,  Features Intersected: TAMPA BYPASS CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.276,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 15,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 49.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 38.2 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: Superior 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: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 10011,  Location: 0.2 MI E HILLSBORO RIVER (Lat: 27.956478,  Lng: -82.460933),  Route carried "on" structure: Interstate 275,  Year Built: 1964,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 33.32m (109.32ft),  Average Daily Traffic: 97,500 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 169,162 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: BUS 41 (SR-685)
Minimum Vertical Clearance: 5.43m (17.81ft),  Kilometerpoint: 10.586,  Lanes on structure: 5,  Lanes under structure: 12,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.1m (79.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 15,  Length of Maximum Span: 25.8m (84.6ft),  Curb-To-Curb Width: 24.1m (79.1ft),  Out-to-Out Width: 25.1m (82.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 55.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.7 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: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 100115,  Location: 1.5 MI WEST OF SR-600 (Lat: 27.947736,  Lng: -82.531308),  Route carried "on" structure: Interstate 275,  Year Built: 1962,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 157,000 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 272,395 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SR-60 (MEMORIAL BLVD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.439,  Lanes on structure: 8,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 38.8m (127.3ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.8m (55.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.0m,  Curb-To-Curb Width: 38.8m (127.3ft),  Out-to-Out Width: 41.6m (136.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 49.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 100117,  Location: 1.0 MI W OF US-92 (Lat: 27.950247,  Lng: -82.524200),  Route carried "on" structure: Interstate 275,  Year Built: 1962,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 157,000 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 272,395 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: CR-587 (WESTSHORE BLVD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.192,  Lanes on structure: 9,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 46.6m (152.9ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.1m (56.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 46.6m (152.9ft),  Out-to-Out Width: 54.2m (177.8ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 54.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 42.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  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: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 100134,  Location: 2.3MI E OF US-92 (SR-600) (Lat: 27.956036,  Lng: -82.468444),  Route carried "on" structure: Interstate 275,  Year Built: 1963,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 4.98m (16.34ft),  Average Daily Traffic: 97,500 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 169,162 (year 2042),  Design Load: HL 93,  Features Intersected: NORTH BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.840,  Lanes on structure: 5,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 27.3m (89.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.7m (84.3ft),  Curb-To-Curb Width: 27.3m (89.6ft),  Out-to-Out Width: 29.2m (95.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 48.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 44.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 100135,  Location: 1.2 MI W OF I-275 I-4 INT (Lat: 27.956461,  Lng: -82.464483),  Route carried "on" structure: Interstate 275,  Year Built: 1964,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 27.65m (90.72ft),  Average Daily Traffic: 97,500 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 169,162 (year 2042),  Design Load: HL 93,  Features Intersected: HILLSBOROUGH RIVER
Minimum Vertical Clearance: 5.43m (17.81ft),  Kilometerpoint: 10.115,  Lanes on structure: 5,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 9 degrees,  Navigation Control: Yes ( Vertical Clearance: 12.1m (39.7ft), Horizontal Clearance: 22.8m (74.8ft)),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 31.9m (104.7ft),  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 24.7m (81.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.75m (9.02ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Underwater Inspection Date: July 2020,  Bridge Improvement Cost: $104,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $114,000,  Deck Structure Type: Concrete Cast-file-Place