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

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Structure Number: 72011,  Location: SR-228WB/L.POTTSBURG CRK. (Lat: 30.301825,  Lng: -81.610856),  Route carried "on" structure: Alternate US A1,  Year Built: 1967,  Year Reconstructed: 1975,  Status: Open,  Structure Length: 3.60m (11.81ft),  Average Daily Traffic: 13,250 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 22,989 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: LITTLE POTTSBURG CREEK,  Facility Carried by Structure: US-ALT-1(SR228 WB)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.688,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 2 degrees,  Navigation Control: Yes ( Vertical Clearance: 2.6m (8.5ft), Horizontal Clearance: 10.4m (34.1ft)),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.9m (39.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 52.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: Febuary 2021,  Underwater Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720111,  Location: SR-228WB/UNIVERSITY BLVD. (Lat: 30.297061,  Lng: -81.601614),  Route carried "on" structure: Alternate US A1,  Year Built: 1967,  Status: Open,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 13,250 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 22,989 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: UNIVERSITY BLVD. (SR-109,  Facility Carried by Structure: US-ALT-1(SR228 WB)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.730,  Lanes on structure: 3,  Lanes under structure: 5,  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 or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 37.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.55m (18.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $334,000,  Roadway Improvement Cost: $33,000,  Total Project Cost: $502,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720112,  Location: SR-228 WB / RYAR RD. (Lat: 30.294297,  Lng: -81.595394),  Route carried "on" structure: State highway 228,  Year Built: 1967,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 11,000 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 19,085 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: RYAR RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.406,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 2 degrees,  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: 11.3m (37.1ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 42.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720113,  Location: SR-228 / BEACH BLVD. (Lat: 30.289339,  Lng: -81.583800),  Route carried "on" structure: State highway 228,  Year Built: 1967,  Status: Open,  Structure Length: 28.01m (91.90ft),  Average Daily Traffic: 22,000 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 38,170 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: US-90 (SR-10)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.574,  Lanes on structure: 4,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.4m (60.4ft),  Skew: 19 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 9,  Length of Maximum Span: 23.8m (78.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 18.2m (59.7ft),  Out-to-Out Width: 21.0m (68.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 45.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 28.01m (91.90ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Critical Feature Inspection Date: May 2021,  Bridge Improvement Cost: $26,000,  Total Project Cost: $26,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720114,  Location: SR-228 EB (HART RAMP) (Lat: 30.320556,  Lng: -81.632394),  Route carried "on" structure: State highway 228,  Year Built: 1967,  Year Reconstructed: 2021,  Status: Open,  Structure Length: 23.68m (77.69ft),  Average Daily Traffic: 13,750 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 23,856 (year 2042),  Design Load: HS 20,  Features Intersected: GATOR BOWL BLVD.
Minimum Vertical Clearance: 6.40m (21.00ft),  Kilometerpoint: 11.813,  Lanes on structure: 5,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.9m (55.4ft),  Skew: 39 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 3,  Length of Maximum Span: 57.2m (187.7ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 16.9m (55.4ft),  Out-to-Out Width: 19.9m (65.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 38.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720115,  Location: EMERSON LEG / US-90 (Lat: 30.296389,  Lng: -81.614444),  Route carried "on" structure: Alternate State highway 228A,  Year Built: 1967,  Status: Open,  Structure Length: 5.27m (17.29ft),  Average Daily Traffic: 13,000 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 22,555 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: US-90(SR-10) BEACH BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.291,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.0m (105.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 34.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.27m (17.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $375,000,  Roadway Improvement Cost: $37,000,  Total Project Cost: $562,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720116,  Location: EMERSON LEG/ART MUSEUM DR (Lat: 30.299958,  Lng: -81.612922),  Route carried "on" structure: Alternate State highway 228A,  Year Built: 1967,  Status: Open,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 13,000 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 22,555 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: HIGHLAND & ART MUSEUM DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.739,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 2 degrees,  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 or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 51.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 34.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  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

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Structure Number: 720117,  Location: 200 FT. N. OF PARK ST. (Lat: 30.293214,  Lng: -81.720042),  Route carried "on" structure: US 17,  Year Built: 1968,  Status: Open,  Structure Length: 1.02m (3.35ft),  Average Daily Traffic: 40,000 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 69,400 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: FISHWEIR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.381,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 14 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.3m (10.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 76.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.7 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,  Inspection Date: October 2021

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Structure Number: 720118,  Location: BLANDING BLVD./US-17 & RR (Lat: 30.295833,  Lng: -81.720556),  Route carried "on" structure: State highway 21,  Year Built: 1968,  Status: Open,  Structure Length: 15.09m (49.51ft),  Average Daily Traffic: 24,500 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 42,508 (year 2042),  Design Load: HS 20,  Features Intersected: US-17 (SR-15)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.466,  Lanes on structure: 4,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 39 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 20.5m (67.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 38.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 32.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  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

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Structure Number: 720119,  Location: BLANDING BLVD. / HAMILTON (Lat: 30.294536,  Lng: -81.721967),  Route carried "on" structure: State highway 21,  Year Built: 1961,  Status: Open,  Structure Length: 5.97m (19.59ft),  Average Daily Traffic: 24,500 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 42,508 (year 2042),  Design Load: HS 20,  Features Intersected: HAMILTON ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.287,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 34 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.6m (97.1ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 24.1m (79.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 66.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 40.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable 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: 72012,  Location: SR-21 OVER CSXRR (Lat: 30.296036,  Lng: -81.720678),  Route carried "on" structure: Ramp State highway 21,  Year Built: 1968,  Status: Open,  Structure Length: 9.54m (31.30ft),  Average Daily Traffic: 8,200 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 14,227 (year 2042),  Design Load: HS 20,  Features Intersected: CSXRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.346,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 4 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 or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 6.4m (21.0ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 45.3 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: 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: December 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720121,  Location: ROOSEVELT BLVD./ EDGEWOOD (Lat: 30.307714,  Lng: -81.712892),  Route carried "on" structure: US 17,  Year Built: 1969,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 50,000 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 86,750 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: EDGEWOOD AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.336,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.0m (55.8ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 19.9m (65.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  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

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Structure Number: 720123,  Location: 100 FT. S.OF HAMILTON ST. (Lat: 30.294064,  Lng: -81.722456),  Route carried "on" structure: State highway 21,  Year Built: 1968,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 24,500 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 42,508 (year 2042),  Design Load: HS 20,  Features Intersected: FISHWEIR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.073,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.0m (72.2ft),  Skew: 39 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: 63.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.9 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: June 2021

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Structure Number: 720124,  Location: US-90 / ATLANTIC BLVD. EB (Lat: 30.305278,  Lng: -81.635278),  Route carried "on" structure: US 90,  Year Built: 1968,  Status: Open,  Structure Length: 11.64m (38.19ft),  Average Daily Traffic: 8,600 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 14,921 (year 2042),  Design Load: HS 20,  Features Intersected: ATLANTIC BLVD. EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.084,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 52.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 26.8 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720125,  Location: SR-111/ SOUTHERN & CSXRR (Lat: 30.367236,  Lng: -81.728086),  Route carried "on" structure: State highway 111,  Year Built: 1970,  Status: Open,  Structure Length: 27.01m (88.62ft),  Average Daily Traffic: 30,000 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 52,050 (year 2042),  Design Load: HS 20,  Features Intersected: NORFOLK S RAILWY & CSXRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.050,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 21 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 10,  Length of Maximum Span: 36.9m (121.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 17.2m (56.4ft),  Out-to-Out Width: 22.0m (72.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 54.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $675,000,  Total Project Cost: $675,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720126,  Location: I-295 NB/US-17 & CSXRR (Lat: 30.457514,  Lng: -81.635975),  Route carried "on" structure: Interstate 295,  Year Built: 1970,  Status: Open,  Structure Length: 8.66m (28.41ft),  Average Daily Traffic: 36,500 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 63,328 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: US-17 & CSXRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.552,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 39.3m (128.9ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 15.4m (50.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 59.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.66m (28.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $185,000,  Total Project Cost: $185,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 72013,  Location: .3 MI. W. OF I-295 (Lat: 30.251944,  Lng: -81.520833),  Route carried "on" structure: State highway 202,  Year Built: 1972,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 5.43m (17.81ft),  Average Daily Traffic: 122,000 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 211,670 (year 2042),  Design Load: HS 20,  Features Intersected: MILL DAM BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.897,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 41.6m (136.5ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 39.3m (128.9ft),  Out-to-Out Width: 41.8m (137.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 40.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 31.1 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,  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: August 2021,  Underwater Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 720132,  Location: US-A-1(SR-115) / 11th ST. (Lat: 30.349300,  Lng: -81.636842),  Route carried "on" structure: Alternate US A1,  Year Built: 1970,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 48,000 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 83,280 (year 2042),  Design Load: HS 20,  Features Intersected: 11th ST.,  Facility Carried by Structure: US-ALT-1 (SR-115)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.171,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.1m (79.1ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.3m (73.2ft),  Curb-To-Curb Width: 24.1m (79.1ft),  Out-to-Out Width: 25.6m (84.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 50.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  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

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Structure Number: 720133,  Location: 0.3 MI. S. OF 103rd ST. (Lat: 30.241086,  Lng: -81.741817),  Route carried "on" structure: State highway 21,  Year Built: 1974,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 26,500 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 45,978 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: TRIB. OF FISHING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.858,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.5m (70.5ft),  Skew: 24 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.9m (16.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 80.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 61.7 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: September 2021

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Structure Number: 720136,  Location: SR-10A SVC.RD./ MILL CRK. (Lat: 30.327778,  Lng: -81.581944),  Route carried "on" structure: ServiceState highway 10A,  Year Built: 1961,  Status: Open,  Structure Length: 11.34m (37.20ft),  Average Daily Traffic: 1,001 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,751 (year 2042),  Design Load: HS 20,  Features Intersected: Red Bay Branch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.340,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 3.8m (12.5ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 57.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 44.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.34m (37.20ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: December 2021,  Other Special Inspection Date: December 2021,  Bridge Improvement Cost: $561,000,  Roadway Improvement Cost: $56,000,  Total Project Cost: $845,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 720137,  Location: 0.18 MI. W. OF LANE AVE. (Lat: 30.324028,  Lng: -81.755000),  Route carried "on" structure: US 90,  Year Built: 1935,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 7,500 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 13,012 (year 2042),  Features Intersected: CEDAR RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.254,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.6m (28.2ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 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: 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: 720138,  Location: 0.2 MI. E. OF LANE AVE. (Lat: 30.324750,  Lng: -81.748139),  Route carried "on" structure: US 90,  Year Built: 1955,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 8,100 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 14,054 (year 2042),  Design Load: H 15,  Features Intersected: MCCOY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.915,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.7m (28.5ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Load Testing,  Inventory Rating: 26.1 metric tons,  Method Used To Determine Inventory Rating: Load Testing,  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 2021

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Structure Number: 720139,  Location: 1.4 MI. N. OF I-95 (Lat: 30.198611,  Lng: -81.571389),  Route carried "on" structure: US 1,  Year Built: 1951,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 37,000 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 64,195 (year 2042),  Features Intersected: PERRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.676,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.0m (62.3ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 76.9 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020

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Structure Number: 720141,  Location: 0.4 MI. S. OF CANAL ST. (Lat: 30.356828,  Lng: -81.690925),  Route carried "on" structure: US 1,  Year Built: 1960,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 30,000 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 52,050 (year 2042),  Design Load: H 15,  Features Intersected: MONCRIEF CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.298,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.6m (61.0ft),  Skew: 11 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 63.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 49.0 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: April 2020

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Structure Number: 720142,  Location: 3.8 MI. E. OF US-301 (Lat: 30.212014,  Lng: -81.953419),  Route carried "on" structure: State highway 228,  Year Built: 1938,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 11,000 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 19,085 (year 2042),  Design Load: H 15,  Features Intersected: MOORE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.748,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.2m (33.5ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 51.9 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: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020

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Structure Number: 720145,  Location: 0.1 MI. N. OF PARK ST. (Lat: 30.293272,  Lng: -81.730411),  Route carried "on" structure: State highway 111,  Year Built: 1967,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 21,000 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 36,435 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: FISHWEIR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.909,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 21.2m (69.6ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Inventory Rating: 60.8 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,  Inspection Date: August 2021

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Structure Number: 720146,  Location: 1.45 MILES EAST OF SR 9A (Lat: 30.413333,  Lng: -81.539444),  Route carried "on" structure: City street ,  Year Built: 1974,  Status: Open,  Structure Length: 52.61m (172.60ft),  Average Daily Traffic: 6,400 (year 2021),  Truck Traffic: 51%,  Average Future Daily Traffic: 11,104 (year 2042),  Design Load: HS 20,  Features Intersected: ST.JOHNS RIVER-W.CHANNEL,  Facility Carried by Structure: BLOUNT ISLAND BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.309,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Navigation Control: Yes ( Vertical Clearance: 3.0m (9.8ft), Horizontal Clearance: 19.5m (64.0ft)),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 23,  Number Of Approach Spans: 9,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 30.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 26.5 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,  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: March 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 720147,  Location: 1.5 MI. E. OF SR-115 (Lat: 30.250592,  Lng: -81.527689),  Route carried "on" structure: State highway 202,  Year Built: 1972,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 122,000 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 211,670 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SKINNERS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.248,  Lanes on structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 43.6m (143.0ft),  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: Satisfactory,  Culverts: Good,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum 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: 720148,  Location: SR-10A SVC.RD./RED BAY (Lat: 30.327306,  Lng: -81.581944),  Route carried "on" structure: ServiceState highway 10A,  Year Built: 1961,  Status: Open,  Structure Length: 16.06m (52.69ft),  Average Daily Traffic: 1,001 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,751 (year 2042),  Design Load: HS 20,  Features Intersected: RED BAY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.283,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.8m (25.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 17,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.0m (3.3ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Testing,  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Testing,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 16.06m (52.69ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: December 2021,  Other Special Inspection Date: December 2021,  Bridge Improvement Cost: $795,000,  Roadway Improvement Cost: $79,000,  Total Project Cost: $1,192,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 720152,  Location: ARLINGTON RD. OVER SR-10A (Lat: 30.327464,  Lng: -81.585997),  Route carried "on" structure: City street ,  Year Built: 1961,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 13,700 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 23,770 (year 2042),  Design Load: HS 20,  Features Intersected: SR-10A,  Facility Carried by Structure: ARLINGTON RD.
Minimum Vertical Clearance: 5.63m (18.47ft),  Kilometerpoint: 2.008,  Lanes on structure: 6,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 17.6m (57.7ft),  Skew: 22 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  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: 22.7m (74.5ft),  Out-to-Out Width: 27.6m (90.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 60.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 46.5 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 desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 720163,  Location: I-95 OVER MYRTLE AVE. (Lat: 30.328992,  Lng: -81.676653),  Route carried "on" structure: Interstate 95,  Year Built: 1955,  Status: Open,  Structure Length: 43.60m (143.04ft),  Average Daily Traffic: 147,000 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 255,045 (year 2042),  Design Load: HS 20,  Features Intersected: MYRTLE AVE/I-95/I-10 RMP
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 4.876,  Lanes on structure: 4,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.2m (95.8ft),  Skew: 19 degrees,  Material/Design: Steel,  Design/Construction: Arch - Thru,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 16,  Length of Maximum Span: 117.5m (385.5ft),  Curb-To-Curb Width: 24.2m (79.4ft),  Out-to-Out Width: 26.6m (87.3ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 35.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 27.1 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 43.60m (143.04ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 6 months,  Inspection Date: April 2020,  Critical Feature Inspection Date: April 2020,  Other Special Inspection Date: October 2021,  Bridge Improvement Cost: $1,852,000,  Total Project Cost: $2,680,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720164,  Location: I-95 OVER ADAMS ST. (Lat: 30.331944,  Lng: -81.672500),  Route carried "on" structure: Interstate 95,  Year Built: 1959,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 5.65m (18.54ft),  Average Daily Traffic: 73,500 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 127,522 (year 2042),  Design Load: HS 20,  Features Intersected: ADAMS ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.565,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 27.6m (90.6ft),  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: 27.6m (90.6ft),  Out-to-Out Width: 33.4m (109.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 34.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 26.8 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: Meets minimum limits,  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: 720165,  Location: 0.2 MI. S. OF UNION ST. (Lat: 30.333214,  Lng: -81.672742),  Route carried "on" structure: Interstate 95,  Year Built: 1959,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 5.52m (18.11ft),  Average Daily Traffic: 73,500 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 127,522 (year 2042),  Design Load: HS 20,  Features Intersected: CHURCH ST.
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 5.658,  Lanes on structure: 4,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.3m (83.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.2m (86.0ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 22.1m (72.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 51.7 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: 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: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720169,  Location: I-95NB OVER W. ASHLEY ST. (Lat: 30.333611,  Lng: -81.670833),  Route carried "on" structure: Interstate 95,  Year Built: 1959,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 3.72m (12.20ft),  Average Daily Traffic: 73,500 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 127,522 (year 2042),  Design Load: HS 20,  Features Intersected: W. ASHLEY ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.832,  Lanes on structure: 5,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.5m (80.4ft),  Skew: 2 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: 24.5m (80.4ft),  Out-to-Out Width: 25.4m (83.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 50.8 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: Equal to 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 Cast-file-Place

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Structure Number: 72017,  Location: I-95 SB OVER BEAVER ST. (Lat: 30.334694,  Lng: -81.671042),  Route carried "on" structure: Interstate 95,  Year Built: 1959,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 9.63m (31.59ft),  Average Daily Traffic: 73,500 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 127,522 (year 2042),  Design Load: H 20,  Features Intersected: US-90 (SR-10) BEAVER ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.861,  Lanes on structure: 4,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 26.5m (86.9ft),  Curb-To-Curb Width: 19.8m (65.0ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 47.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 20.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  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: June 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720171,  Location: 0.2 MI. N. OF CHURCH ST. (Lat: 30.335842,  Lng: -81.670081),  Route carried "on" structure: Interstate 95,  Year Built: 1959,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 73,500 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 127,522 (year 2042),  Design Load: H 20,  Features Intersected: UNION ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.067,  Lanes on structure: 4,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 20.8m (68.2ft),  Out-to-Out Width: 21.5m (70.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 49.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 24.9 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: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720172,  Location: 0.2 MI. N. OF UNION ST. (Lat: 30.336958,  Lng: -81.668681),  Route carried "on" structure: Interstate 95,  Year Built: 1959,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 3.84m (12.60ft),  Average Daily Traffic: 73,500 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 127,522 (year 2042),  Design Load: HS 20,  Features Intersected: KINGS RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.252,  Lanes on structure: 4,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 20.9m (68.6ft),  Out-to-Out Width: 21.7m (71.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Testing,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Testing,  Structural Evaluation: Equal to 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: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720173,  Location: I-95 OVER 5th ST. (Lat: 30.343019,  Lng: -81.668078),  Route carried "on" structure: Interstate 95,  Year Built: 1958,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 4.60m (15.09ft),  Average Daily Traffic: 120,500 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 209,068 (year 2042),  Design Load: HS 20,  Features Intersected: 5th ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.919,  Lanes on structure: 8,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 43.6m (143.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 37.0m (121.4ft),  Out-to-Out Width: 39.0m (128.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 51.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.9 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: June 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720174,  Location: I-95 / 8th ST. (Lat: 30.347408,  Lng: -81.668239),  Route carried "on" structure: Interstate 95,  Year Built: 1959,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 120,500 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 209,068 (year 2042),  Design Load: HS 20,  Features Intersected: 8th ST. (SR-114)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.409,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 32.3m (106.0ft),  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: 32.3m (106.0ft),  Out-to-Out Width: 33.6m (110.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 49.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 25.1 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: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720175,  Location: I-95 OVER 13th ST. (Lat: 30.351650,  Lng: -81.668372),  Route carried "on" structure: Interstate 95,  Year Built: 1959,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 6.49m (21.29ft),  Average Daily Traffic: 116,500 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 202,128 (year 2042),  Design Load: HS 20,  Features Intersected: 13th ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.854,  Lanes on structure: 8,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 42.2m (138.5ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.4m (57.1ft),  Curb-To-Curb Width: 37.2m (122.0ft),  Out-to-Out Width: 38.6m (126.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 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: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720176,  Location: 0.2 MI. S. OF US-1 (Lat: 30.353494,  Lng: -81.668428),  Route carried "on" structure: Interstate 95,  Year Built: 1959,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 2.68m (8.79ft),  Average Daily Traffic: 116,500 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 202,128 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: CSXRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.098,  Lanes on structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 44.6m (146.3ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.5m (86.9ft),  Curb-To-Curb Width: 40.9m (134.2ft),  Out-to-Out Width: 43.2m (141.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 74.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.0 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,  Length Of Structure Improvement: 2.68m (8.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $44,000,  Total Project Cost: $44,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720177,  Location: I-95 / ML KING JR. PKWY (Lat: 30.356108,  Lng: -81.668472),  Route carried "on" structure: Interstate 95,  Year Built: 1959,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 5.00m (16.40ft),  Average Daily Traffic: 116,500 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 202,128 (year 2042),  Design Load: HS 20,  Features Intersected: 20TH ST. (US-1 & SR-15)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.372,  Lanes on structure: 8,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 42.4m (139.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.6m (84.0ft),  Curb-To-Curb Width: 36.3m (119.1ft),  Out-to-Out Width: 39.2m (128.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 56.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.9 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,  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