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

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Structure Number: 720178,  Location: I-95 / GOLFAIR BLVD. (Lat: 30.364956,  Lng: -81.668717),  Route carried "on" structure: Interstate 95,  Year Built: 1957,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 4.08m (13.39ft),  Average Daily Traffic: 102,000 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 176,970 (year 2042),  Design Load: HS 20,  Features Intersected: GOLFAIR BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.362,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 32.0m (105.0ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 32.0m (105.0ft),  Out-to-Out Width: 33.8m (110.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 51.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 26.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720179,  Location: I-95 SB / SCLRR (Lat: 30.373286,  Lng: -81.669694),  Route carried "on" structure: Interstate 95,  Year Built: 1959,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 3.72m (12.20ft),  Average Daily Traffic: 50,250 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 87,184 (year 2042),  Design Load: HS 20,  Features Intersected: SCLRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.300,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.7m (54.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.5m (54.1ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 17.0m (55.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 48.9 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: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 72018,  Location: I-95 SB / CRESTWOOD AVE. (Lat: 30.374731,  Lng: -81.670644),  Route carried "on" structure: Interstate 95,  Year Built: 1959,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 3.72m (12.20ft),  Average Daily Traffic: 50,250 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 87,184 (year 2042),  Design Load: HS 20,  Features Intersected: CRESTWOOD AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.483,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.5m (54.1ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 58.8 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: 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: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720181,  Location: I-95 SB / MONCRIEF CREEK (Lat: 30.380206,  Lng: -81.673692),  Route carried "on" structure: Interstate 95,  Year Built: 1959,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 50,250 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 87,184 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: MONCRIEF CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.164,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.9m (85.0ft),  Skew: 3 degrees,  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-To-Curb Width: 20.3m (66.6ft),  Out-to-Out Width: 21.2m (69.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 52.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 37.9 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,  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,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720182,  Location: I-95 SB / LEM TURNER RD. (Lat: 30.382708,  Lng: -81.672769),  Route carried "on" structure: Interstate 95,  Year Built: 1959,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 5.97m (19.59ft),  Average Daily Traffic: 50,250 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 87,184 (year 2042),  Design Load: HL 93,  Features Intersected: LEM TURNER RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.420,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 1 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-To-Curb Width: 17.5m (57.4ft),  Out-to-Out Width: 18.5m (60.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 48.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 36.9 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $200,000,  Total Project Cost: $200,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720185,  Location: N. OF TROUT RIVER (Lat: 30.408525,  Lng: -81.657306),  Route carried "on" structure: Ramp State highway 105,  Year Built: 1959,  Status: Open,  Structure Length: 6.80m (22.31ft),  Average Daily Traffic: 5,700 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 9,890 (year 2042),  Design Load: HS 20,  Features Intersected: I-95 (SR-9),  Facility Carried by Structure: BROWARD RD. CONN.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.385,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 28.4m (93.2ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.6m (74.1ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.8m (61.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.4 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: 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: November 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720186,  Location: I-10 WB OVER SR-103 (Lat: 30.315642,  Lng: -81.751983),  Route carried "on" structure: Interstate 10,  Year Built: 1960,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 51,500 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 89,352 (year 2042),  Design Load: HS 20,  Features Intersected: SR-103 (LANE AVE.)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.763,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.8m (58.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 16.9m (55.4ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 37.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.3 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720187,  Location: I-10 WB OVER ELLIS RD. (Lat: 30.315572,  Lng: -81.743597),  Route carried "on" structure: Interstate 10,  Year Built: 1960,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 58,500 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 101,498 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: ELLIS RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.569,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  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: 16.9m (55.4ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.7 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720193,  Location: I-10 EB / US-17 SB (Lat: 30.320978,  Lng: -81.699978),  Route carried "on" structure: Interstate 10,  Year Built: 1960,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 5.73m (18.80ft),  Average Daily Traffic: 67,250 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 116,679 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: US-17 SB/ROOSEVELT BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.879,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.9m (75.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.9m (85.0ft),  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: 52.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.2 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720194,  Location: I-10 WB / KING ST. (Lat: 30.321892,  Lng: -81.696997),  Route carried "on" structure: Interstate 10,  Year Built: 1960,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 4.30m (14.11ft),  Average Daily Traffic: 67,250 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 116,679 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: KING ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.204,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.3m (79.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 24.3m (79.7ft),  Out-to-Out Width: 25.2m (82.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 40.2 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: 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: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720195,  Location: BTWN. STOCKTON & KINGS (Lat: 30.320953,  Lng: -81.693203),  Route carried "on" structure: Interstate 10,  Year Built: 1960,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 4.91m (16.11ft),  Average Daily Traffic: 134,500 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 233,358 (year 2042),  Design Load: HS 20,  Features Intersected: CSXRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.581,  Lanes on structure: 11,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 51.6m (169.3ft),  Skew: 13 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 51.6m (169.3ft),  Out-to-Out Width: 56.1m (184.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 52.3 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,  Underclear: Somewhat better than minimum adequacy,  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

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Structure Number: 720196,  Location: I-10 EB / STOCKTON ST. (Lat: 30.320514,  Lng: -81.690986),  Route carried "on" structure: Interstate 10,  Year Built: 1960,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 5.67m (18.60ft),  Average Daily Traffic: 67,250 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 116,679 (year 2042),  Design Load: HS 20,  Features Intersected: STOCKTON ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.754,  Lanes on structure: 7,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 37.4m (122.7ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 39.0m (128.0ft),  Out-to-Out Width: 41.5m (136.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 51.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 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,  Underclear: Meets minimum limits,  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

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Structure Number: 720197,  Location: 200 FT. W. OF LANE AVE. (Lat: 30.315383,  Lng: -81.753067),  Route carried "on" structure: Interstate 10,  Year Built: 1960,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 103,000 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 178,705 (year 2042),  Design Load: HS 20,  Features Intersected: CEDAR RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.666,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 38.2m (125.3ft),  Skew: 11 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.7m (8.9ft)

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: May 2021

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Structure Number: 720201,  Location: CESERY BLVD. / SR-10A (Lat: 30.327500,  Lng: -81.596944),  Route carried "on" structure: Alternate State highway 109A,  Year Built: 1961,  Status: Open,  Structure Length: 2.47m (8.10ft),  Average Daily Traffic: 16,600 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 28,801 (year 2042),  Design Load: HS 20,  Features Intersected: SR-10A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.329,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 19.4m (63.6ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 53.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 720202,  Location: 2.1 MI W. of SR-23 (Lat: 30.302469,  Lng: -81.916372),  Route carried "on" structure: Interstate 10,  Year Built: 1961,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 0.78m (2.56ft),  Average Daily Traffic: 52,500 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 91,088 (year 2042),  Design Load: HL 93,  Features Intersected: BRANDY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.903,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 10 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: 53.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 40.8 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

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Structure Number: 720203,  Location: 4.16 MI. E. OF SR-217 (Lat: 30.304594,  Lng: -81.898733),  Route carried "on" structure: Interstate 10,  Year Built: 1960,  Status: Open,  Structure Length: 4.18m (13.71ft),  Average Daily Traffic: 26,250 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 45,544 (year 2042),  Design Load: HS 20,  Features Intersected: CSXRR (ABANDONED)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.593,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 38.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 14.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720205,  Location: I-10 OVER MCGIRTS CREEK (Lat: 30.308856,  Lng: -81.854283),  Route carried "on" structure: Interstate 10,  Year Built: 1960,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 26,250 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 45,544 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: MCGIRTS CREEK
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 17.896,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.6m (70.9ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 20.2m (66.3ft),  Out-to-Out Width: 20.9m (68.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 54.4 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: 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: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720207,  Location: I-10 WB / CAHOON RD. (Lat: 30.315119,  Lng: -81.783611),  Route carried "on" structure: Interstate 10,  Year Built: 1960,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 37,750 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 65,496 (year 2042),  Design Load: HS 20,  Features Intersected: CAHOON RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.728,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 27.9m (91.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.7m (58.1ft),  Curb-To-Curb Width: 21.1m (69.2ft),  Out-to-Out Width: 22.1m (72.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 37.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 34.5 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,  Underclear: High priority of corrective action,  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

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Structure Number: 720208,  Location: 2.5 MI. W. OF US-301 (Lat: 30.285733,  Lng: -82.024783),  Route carried "on" structure: Interstate 10,  Year Built: 1962,  Year Reconstructed: 1973,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 35,000 (year 2020),  Truck Traffic: 35%,  Average Future Daily Traffic: 60,725 (year 2042),  Design Load: HL 93,  Features Intersected: BRANCH OF DEEP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.225,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 58.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 44.7 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

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Structure Number: 72021,  Location: 0.1 MI.N.OF OLD ST. AUG. (Lat: 30.143333,  Lng: -81.542222),  Route carried "on" structure: Interstate 95,  Year Built: 1966,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 1.69m (5.54ft),  Average Daily Traffic: 85,084 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 147,621 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: BIG DAVIS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.618,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 42.0m (137.8ft),  Skew: 14 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.1m (10.2ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 53.2 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021

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Structure Number: 720213,  Location: I-295 (SR-9A)/ MELVIN RD. (Lat: 30.255564,  Lng: -81.762836),  Route carried "on" structure: Interstate 295,  Year Built: 1972,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 54,750 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 94,991 (year 2042),  Design Load: HS 20,  Features Intersected: MELVIN RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.392,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 38.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 25.8 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720214,  Location: I-295 NB / WILSON BLVD. (Lat: 30.269850,  Lng: -81.767125),  Route carried "on" structure: Interstate 295,  Year Built: 1972,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 5.15m (16.90ft),  Average Daily Traffic: 54,750 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 94,991 (year 2042),  Design Load: HS 20,  Features Intersected: WILSON BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.998,  Lanes on structure: 3,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.2m (99.1ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720215,  Location: I-95 SB OVER FECRR (Lat: 30.183078,  Lng: -81.558608),  Route carried "on" structure: Interstate 95,  Year Built: 1966,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 6.52m (21.39ft),  Average Daily Traffic: 62,000 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 107,570 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: FECRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.366,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 28.7m (94.2ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 26.9m (88.3ft),  Out-to-Out Width: 28.0m (91.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 52.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.1 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: Better than present minimum 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

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Structure Number: 720216,  Location: I-95 SB OVER US-1 (Lat: 30.184914,  Lng: -81.558256),  Route carried "on" structure: Interstate 95,  Year Built: 1966,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 8.02m (26.31ft),  Average Daily Traffic: 62,000 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 107,570 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: US-1 (SR-5)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.562,  Lanes on structure: 5,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 27.3m (89.6ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 24.1m (79.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 56.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.1 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: 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

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Structure Number: 720217,  Location: 0.3 MI. N. OF US-1 (Lat: 30.189419,  Lng: -81.557294),  Route carried "on" structure: Interstate 95,  Year Built: 1967,  Status: Open,  Structure Length: 0.78m (2.56ft),  Average Daily Traffic: 121,000 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 209,935 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: TIRE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.111,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 42.2m (138.5ft),  Skew: 11 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

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: July 2020

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Structure Number: 720218,  Location: I-95 SB / NASSAU RIVER (Lat: 30.575808,  Lng: -81.646053),  Route carried "on" structure: Interstate 95,  Year Built: 1967,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 19.02m (62.40ft),  Average Daily Traffic: 39,000 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 67,665 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: NASSAU RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.729,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Navigation Control: Yes ( Vertical Clearance: 3.0m (9.8ft), Horizontal Clearance: 12.8m (42.0ft)),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 13,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Poor,  Channel: Poor,  Operating Rating: 63.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 19.02m (62.40ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 23 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: May 2021,  Underwater Inspection Date: May 2021,  Other Special Inspection Date: May 2021,  Bridge Improvement Cost: $425,000,  Total Project Cost: $425,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720219,  Location: I-95 & BAYMEADOWS RD. (Lat: 30.220853,  Lng: -81.571347),  Route carried "on" structure: Interstate 95,  Year Built: 1966,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 6.37m (20.90ft),  Average Daily Traffic: 42,750 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 74,171 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: BAYMEADOWS RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.965,  Lanes on structure: 3,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 55.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.5 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: High priority of corrective action,  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

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Structure Number: 720228,  Location: I-95 NB Ramp to I-295 NB (Lat: 30.167642,  Lng: -81.561589),  Route carried "on" structure: Interstate 295,  Year Built: 1966,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 1.30m (4.27ft),  Average Daily Traffic: 17,000 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 29,495 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: JULINGTON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.497,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.2m (72.8ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Inventory Rating: 72.3 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: January 2022

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Structure Number: 720229,  Location: I-95 SB / DUNN AVE. (Lat: 30.430028,  Lng: -81.656303),  Route carried "on" structure: Interstate 95,  Year Built: 1968,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 4.79m (15.72ft),  Average Daily Traffic: 35,750 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 62,026 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: DUNN AVE. (SR-104)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.257,  Lanes on structure: 3,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.6m (57.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.1m (79.1ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 25.7 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: High priority of corrective action,  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

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Structure Number: 72023,  Location: I-95 SB / CEDAR CREEK (Lat: 30.436756,  Lng: -81.655811),  Route carried "on" structure: Interstate 95,  Year Built: 1968,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 6.83m (22.41ft),  Average Daily Traffic: 35,750 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 62,026 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: CEDAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.990,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 59.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  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: December 2021,  Underwater Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720231,  Location: I-95 SB/LITTLE CEDAR CRK. (Lat: 30.446697,  Lng: -81.653222),  Route carried "on" structure: Interstate 95,  Year Built: 1968,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 6.83m (22.41ft),  Average Daily Traffic: 35,750 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 62,026 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: LITTLE CEDAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.136,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 59.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  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 2020,  Underwater Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720232,  Location: I-295 SB/ I-95 N. OF TOWN (Lat: 30.459378,  Lng: -81.649514),  Route carried "on" structure: Interstate 295,  Year Built: 1968,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 32,250 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 55,954 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: I-95 (SR-9)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 56.306,  Lanes on structure: 4,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.0m (82.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 64.7 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: Meets minimum limits,  Underclear: High priority of corrective action,  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

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Structure Number: 720233,  Location: COLE RD. / I-95 (Lat: 30.468611,  Lng: -81.646667),  Route carried "on" structure: City street ,  Year Built: 1968,  Status: Open,  Structure Length: 7.44m (24.41ft),  Average Daily Traffic: 1,501 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,604 (year 2042),  Design Load: HS 20,  Features Intersected: I-95 (SR-9),  Facility Carried by Structure: COLE RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.008,  Lanes on structure: 1,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 4.8m (15.7ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.6m (84.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 5.1m (16.7ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  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

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Structure Number: 720234,  Location: I-95 OVER AIRPORT RD. (Lat: 30.481603,  Lng: -81.643808),  Route carried "on" structure: Interstate 95,  Year Built: 1968,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 4.69m (15.39ft),  Average Daily Traffic: 48,000 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 83,280 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: AIRPORT RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.106,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.4m (53.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 23.5m (77.1ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 33.9 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,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720235,  Location: 0.2 MI N OF AIRPORT RD. (Lat: 30.485628,  Lng: -81.642819),  Route carried "on" structure: Interstate 95,  Year Built: 1968,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 78,000 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 135,330 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: BRANCH LITTLE CEDAR CRK.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.590,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 41.4m (135.8ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 86.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to 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: June 2021

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Structure Number: 720236,  Location: OWENS RD. / I-95 (Lat: 30.490636,  Lng: -81.641594),  Route carried "on" structure: County highway ,  Year Built: 1968,  Status: Open,  Structure Length: 6.61m (21.69ft),  Average Daily Traffic: 1,001 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,741 (year 2042),  Design Load: H 20,  Features Intersected: I-95 (SR-9),  Facility Carried by Structure: OWENS RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.964,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.5m (109.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.2 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720237,  Location: I-95/PECAN PARK RD. (Lat: 30.517592,  Lng: -81.635250),  Route carried "on" structure: Interstate 95,  Year Built: 1968,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 4.21m (13.81ft),  Average Daily Traffic: 39,000 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 67,665 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: PECAN PARK RD. (SR-243)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.264,  Lanes on structure: 3,  Lanes under structure: 6,  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: 2,  Length of Maximum Span: 21.0m (68.9ft),  Curb-To-Curb Width: 16.9m (55.4ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 41.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 32.0 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720238,  Location: I-295SB TO I-95SB/I-295NB (Lat: 30.459550,  Lng: -81.651478),  Route carried "on" structure: Ramp Interstate 295,  Year Built: 1968,  Status: Open,  Structure Length: 5.09m (16.70ft),  Average Daily Traffic: 4,600 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 7,981 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: I-295 NB (SR-9A)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.098,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.2m (20.3ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.0m (68.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 55.3 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: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720239,  Location: I-295NB TO I-95NB/I-295SB (Lat: 30.459722,  Lng: -81.647500),  Route carried "on" structure: Ramp Interstate 295,  Year Built: 1968,  Status: Open,  Structure Length: 4.91m (16.11ft),  Average Daily Traffic: 15,500 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 26,892 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: I-295 NB (SR-9A)
Minimum Vertical Clearance: 7.23m (23.72ft),  Kilometerpoint: 0.087,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.9m (19.4ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 38.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 30.0 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 72024,  Location: 1.4 MI. S. OF OLD ST.AUG. (Lat: 30.167778,  Lng: -81.578056),  Route carried "on" structure: Interstate 295,  Year Built: 1970,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 117,500 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 203,862 (year 2042),  Design Load: HS 20,  Features Intersected: LOSCO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.580,  Lanes on structure: 13,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 64.3m (211.0ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 79.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.4 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 2020

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Structure Number: 720241,  Location: I-295 / OLD ST. AUG. RD. (Lat: 30.169103,  Lng: -81.602411),  Route carried "on" structure: Interstate 295,  Year Built: 1969,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 6.98m (22.90ft),  Average Daily Traffic: 58,750 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 101,931 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: OLD ST. AUGUSTINE RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.888,  Lanes on structure: 5,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.9m (85.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 43.3m (142.1ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 26.5m (86.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.0 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720242,  Location: I-295 SB OVER SR-13 (Lat: 30.181292,  Lng: -81.628378),  Route carried "on" structure: Interstate 295,  Year Built: 1969,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 8.60m (28.22ft),  Average Daily Traffic: 57,750 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 100,196 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SR-13
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.759,  Lanes on structure: 6,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.2m (95.8ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.7m (90.9ft),  Curb-To-Curb Width: 29.2m (95.8ft),  Out-to-Out Width: 30.2m (99.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 41.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 35.9 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,  Underclear: Equal to present minimum criteria,  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

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Structure Number: 720243,  Location: I-295 SB / SCOTT MILL RD. (Lat: 30.183947,  Lng: -81.635342),  Route carried "on" structure: Interstate 295,  Year Built: 1969,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 62,750 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 108,871 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SCOTT MILL RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.502,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.3m (96.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.4m (57.1ft),  Curb-To-Curb Width: 29.3m (96.1ft),  Out-to-Out Width: 30.2m (99.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.6 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: 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: December 2021,  Deck Structure Type: Concrete Cast-file-Place