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

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Structure Number: 790027, Location: SR-40 WB -Tomoka River (Lat: 29.254167, Lng: -81.123889), Route carried "on" structure: State highway 40, Year Built: 1965, Year Reconstructed: 1998, Status: Open, Structure Length: 11.06m (36.29ft), Average Daily Traffic: 13,500 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 23,423 (year 2032), Design Load: H 20, Features Intersected: Tomoka River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.531, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.3m (33.8ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 60.7 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: September 11, Underwater Inspection Date: September 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 790077, Location: I-95 SB - Tomoka R. (Lat: 29.262644, Lng: -81.118128), Route carried "on" structure: Interstate 9, Year Built: 1965, Year Reconstructed: 2006, Status: Open, Structure Length: 15.99m (52.46ft), Average Daily Traffic: 34,500 (year 2010), Truck Traffic: 15%, Average Future Daily Traffic: 59,858 (year 2032), Design Load: HS 20+Mod, Features Intersected: Tomoka River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 57.449, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 12, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 20.6m (67.6ft), Out-to-Out Width: 21.5m (70.5ft)

Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.8 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: June 11, Underwater Inspection Date: June 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 790078, Location: I-95 NB - Tomoka R. (Lat: 29.262714, Lng: -81.117878), Route carried "on" structure: Interstate 9, Year Built: 1965, Year Reconstructed: 2006, Status: Open, Structure Length: 15.99m (52.46ft), Average Daily Traffic: 34,500 (year 2010), Truck Traffic: 15%, Average Future Daily Traffic: 59,858 (year 2032), Design Load: HS 20+Mod, Features Intersected: Tomoka River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 57.449, Lanes on structure: 4, 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: 12, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 20.6m (67.6ft), Out-to-Out Width: 21.5m (70.5ft)

Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.8 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: June 11, Underwater Inspection Date: June 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 790118, Location: 1.0 Mi N of SR-40 (Lat: 29.292617, Lng: -81.073383), Route carried "on" structure: US 5, Year Built: 1932, Year Reconstructed: 1981, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 16,800 (year 2010), Truck Traffic: 7%, Average Future Daily Traffic: 29,148 (year 2032), Design Load: H 15, Features Intersected: Canal, Facility Carried by Structure: US-1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.477, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 19.1m (62.7ft), Skew: 20 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: 83.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.2 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: Superior to present desirable criteria, Length Of Structure Improvement: 0.64m (2.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 11, Bridge Improvement Cost: $52,000, Total Project Cost: $74,000

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Structure Number: 790119, Location: 1.4 Mi N of SR-40 (Lat: 29.296111, Lng: -81.079444), Route carried "on" structure: US 5, Year Built: 1932, Year Reconstructed: 1981, Status: Open, Structure Length: 0.62m (2.03ft), Average Daily Traffic: 16,800 (year 2010), Truck Traffic: 7%, Average Future Daily Traffic: 29,148 (year 2032), Design Load: H 15, Features Intersected: Creek, Facility Carried by Structure: US-1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.169, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), Skew: 20 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: Good, Operating Rating: 83.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 11

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Structure Number: 790132, Location: SR-40 over IWW (Lat: 29.283333, Lng: -81.053333), Route carried "on" structure: State highway 40, Year Built: 1983, Status: Open, Structure Length: 58.67m (192.49ft), Average Daily Traffic: 34,000 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 58,990 (year 2032), Design Load: HS 20, Features Intersected: Halifax River IWW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.819, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.1m (75.8ft), Skew: 30 degrees, Navigation Control: Yes ( Vertical Clearance: 19.8m (65.0ft), Horizontal Clearance: 27.4m (89.9ft)), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 19, Length of Maximum Span: 37.5m (123.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 23.5m (77.1ft), Out-to-Out Width: 28.8m (94.5ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 80.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 58.61m (192.29ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: August 10, Underwater Inspection Date: August 10, Bridge Improvement Cost: $80,000, Total Project Cost: $105,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 790163, Location: SR-40 EB - Tomoka River (Lat: 29.254167, Lng: -81.123889), Route carried "on" structure: State highway 40, Year Built: 1997, Status: Open, Structure Length: 10.97m (35.99ft), Average Daily Traffic: 13,500 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 23,423 (year 2032), Design Load: HS 20+Mod, Features Intersected: Tomoka River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.531, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 72.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.8 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: September 11, Underwater Inspection Date: September 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 790182, Location: SR-40 west of SR-5A (Lat: 29.277778, Lng: -81.088333), Route carried "on" structure: State highway 40, Year Built: 1994, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 33,000 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 57,255 (year 2032), Design Load: HS 20+Mod, Features Intersected: Misner Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 45.969, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 17.9m (58.7ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 85.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 10

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Structure Number: 790185, Location: US-1 SB - Tomoka River (Lat: 29.304722, Lng: -81.093611), Route carried "on" structure: US 5, Year Built: 2001, Status: Open, Structure Length: 10.73m (35.20ft), Average Daily Traffic: 12,750 (year 2010), Truck Traffic: 7%, Average Future Daily Traffic: 22,121 (year 2032), Design Load: HS 20, Features Intersected: Tomoka River, Facility Carried by Structure: US-1 SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.875, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.2m (33.5ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 0.0m, Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 15.3m (50.2ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 58.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: August 11, Underwater Inspection Date: August 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 790186, Location: US-1 NB - Tomoka River (Lat: 29.305278, Lng: -81.094183), Route carried "on" structure: US 5, Year Built: 2000, Status: Open, Structure Length: 10.73m (35.20ft), Average Daily Traffic: 12,750 (year 2010), Truck Traffic: 7%, Average Future Daily Traffic: 22,121 (year 2032), Design Load: HS 20, Features Intersected: Tomoka River, Facility Carried by Structure: US-1 NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.875, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.2m (33.5ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 15.3m (50.2ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 3.0m (9.8ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 15.3m (50.2ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 58.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: August 11, Underwater Inspection Date: August 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 790193, Location: I-95 over SR-40 (Lat: 29.253333, Lng: -81.115000), Route carried "on" structure: Interstate 9, Year Built: 2006, Status: Open, Structure Length: 4.69m (15.39ft), Average Daily Traffic: 68,000 (year 2010), Truck Traffic: 15%, Average Future Daily Traffic: 117,980 (year 2032), Design Load: HS 20+Mod, Features Intersected: SR-40
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 56.840, Lanes on structure: 6, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 33.5m (109.9ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 46.9m (153.9ft), Curb-To-Curb Width: 39.6m (129.9ft), Out-to-Out Width: 41.1m (134.8ft)

Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 65.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.5 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: Equal to present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 79092, Location: SR-40 over Middle Haw Cr. (Lat: 29.244167, Lng: -81.225833), Route carried "on" structure: State highway 40, Year Built: 1965, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 6,000 (year 2010), Truck Traffic: 12%, Average Future Daily Traffic: 10,410 (year 2032), Design Load: HS 20, Features Intersected: Middle Haw Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.787, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 12.9m (42.3ft), Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 66.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.0 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 794072, Location: 1.6 miles North of SR-40 (Lat: 29.277222, Lng: -81.129528), Route carried "on" structure: County highway , Year Built: 1972, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 401 (year 2002), Truck Traffic: 5%, Average Future Daily Traffic: 485 (year 2030), Design Load: HS 20, Features Intersected: Groover Creek, Facility Carried by Structure: Tymber Creek Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.8m (22.3ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.4m (14.4ft)

Condition: Channel: Fair, Culverts: Good, Operating Rating: 62.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 37.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 10

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Structure Number: 794082, Location: 3.0 miles North of SR-40 (Lat: 29.295889, Lng: -81.130361), Route carried "on" structure: County highway , Year Built: 1972, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 401 (year 2002), Truck Traffic: 5%, Average Future Daily Traffic: 485 (year 2030), Design Load: HS 20, Features Intersected: Trib to Groover Creek, Facility Carried by Structure: Tymber Creek Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.5m (21.3ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.1m (10.2ft)

Condition: Channel: Good, Culverts: Good, Operating Rating: 90.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 54.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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: April 10

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Structure Number: 796, Location: 0.8 Mile West of Nova Rd (Lat: 29.281972, Lng: -81.094528), Route carried "on" structure: City street , Year Built: 1979, Year Reconstructed: 1991, Status: Posted for load, Structure Length: 9.20m (30.18ft), Average Daily Traffic: 5,792 (year 2003), Truck Traffic: 5%, Average Future Daily Traffic: 7,008 (year 2031), Design Load: H 15, Features Intersected: Misner Branch, Facility Carried by Structure: Main Trail
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.0m (26.2ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 20, Length of Maximum Span: 4.6m (15.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.9m (9.5ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 25.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 10, Other Special Inspection Date: May 11, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 790193, Location: I-95 over SR-40 (Lat: 29.253333, Lng: -81.115000), Route carried "under" structure: State highway 40, Year Built: 2006, Structure Length: 4.69m (15.39ft), Average Daily Traffic: 27,000 (year 2010), Truck Traffic: 10%, Features Intersected: SR-40, Facility Carried by Structure: I-95
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 42.335, Lanes on structure: 6, Lanes under structure: 8, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 46.9m (153.9ft)