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Bridge Statistics for St. Petersburg, Florida (FL) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Parts: 1, 2, 3, 4, 5


National Bridge Inventory (NBI) Statistics
Number of bridges: 300
Total length: 7,796 meters (25,577ft)
Total costs: $1,779,000
Total average daily traffic: 6,310,584
Total average daily truck traffic: 352,002
National Bridge Inventory (NBI) Registered Bridges for St. Petersburg

New bridges - Historical Statistics

  • 1920-1929: 7
  • 1930-1939: 2
  • 1940-1949: 3
  • 1950-1959: 21
  • 1960-1969: 22
  • 1970-1979: 117
  • 1980-1989: 91
  • 1990-1999: 19
  • 2000-2009: 18

Reconstructed bridges - Historical Statistics

  • 1950-1959: 1
  • 1960-1969: 0
  • 1970-1979: 0
  • 1980-1989: 5
  • 1990-1999: 12

Average Daily Traffic

Average Truck Traffic (%)

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Channel

Bridge Condition - Culverts

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Structure Number: 157191,  Location: AT COFFEE POT BLVD. (Lat: 27.792444,  Lng: -82.626389),  Route carried "on" structure: City street ,  Year Built: 1928,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 6.55m (21.49ft),  Average Daily Traffic: 11,610 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 14,513 (year 2027),  Design Load: HS 20,  Features Intersected: COFFEE POT BAYOU,  Facility Carried by Structure: SNELL ISLE BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Navigation Control: Yes ( Vertical Clearance: 1.5m (4.9ft), Horizontal Clearance: 10.4m (34.1ft)),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 6,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 45.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.5 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Underwater Inspection Date: July 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 157196,  Location: 0.2MI EAST OF 6TH ST. SO. (Lat: 27.733611,  Lng: -82.636667),  Route carried "on" structure: City street ,  Year Built: 1955,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 8,200 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,840 (year 2027),  Design Load: H 20,  Features Intersected: BIG BAYOU,  Facility Carried by Structure: 39TH AVE. SOUTH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.7m (48.2ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 14.7m (48.2ft),  Out-to-Out Width: 19.7m (64.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 61.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Underwater Inspection Date: May 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 157197,  Location: 0.3MI EAST OF 6TH ST. S. (Lat: 27.727722,  Lng: -82.635667),  Route carried "on" structure: City street ,  Year Built: 1961,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 2.53m (8.30ft),  Average Daily Traffic: 7,100 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,520 (year 2027),  Features Intersected: LITTLE BAYOU,  Facility Carried by Structure: 45TH AVE SOUTH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.9m (39.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 42.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: 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: May 2007,  Underwater Inspection Date: May 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 157198,  Location: 0.3MI S of 22ND AVE S (Lat: 27.743914,  Lng: -82.646694),  Route carried "on" structure: City street ,  Year Built: 1995,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 8,000 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,600 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: SALT CREEK,  Facility Carried by Structure: 9TH ST SOUTH
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 6.9m (22.6ft),  Right: 6.9m (22.6ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 30.6m (100.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 90.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 157199,  Location: 300FT S/O 54TH AV S. (Lat: 27.718389,  Lng: -82.638111),  Route carried "on" structure: City street ,  Year Built: 1996,  Status: Open,  Structure Length: 0.84m (2.76ft),  Average Daily Traffic: 2,800 (year 2007),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,500 (year 2027),  Design Load: HS 20,  Features Intersected: LITTLE BAYOU CREEK,  Facility Carried by Structure: 4TH ST SOUTH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.2m (13.8ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 90.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007
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Structure Number: 157201,  Location: .2MI S OF GRAND CNL BLVD. (Lat: 27.815694,  Lng: -82.598194),  Route carried "on" structure: City street ,  Year Built: 1967,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 3,440 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,128 (year 2027),  Design Load: H 15,  Features Intersected: OVERLOOK CANAL,  Facility Carried by Structure: OVERLOOK DRIVE NE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 32.6 metric tons,  Method Used To Determine Operating Rating: Load Testing,  Inventory Rating: 23.9 metric tons,  Method Used To Determine Inventory Rating: Load Testing,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Underwater Inspection Date: July 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 157202,  Location: .4MI E/O BAYOU GRANDE BL (Lat: 27.817525,  Lng: -82.594194),  Route carried "on" structure: City street ,  Year Built: 1967,  Status: Posted for load,  Structure Length: 2.21m (7.25ft),  Average Daily Traffic: 2,500 (year 2007),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,000 (year 2027),  Features Intersected: GRANDE CANAL,  Facility Carried by Structure: GRAND CANAL BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.5m (24.6ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 32.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 8.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Superior to present desirable 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: July 2007,  Other Special Inspection Date: July 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 157205,  Location: 158FT N OF 34TH AVE NORTH (Lat: 27.802694,  Lng: -82.717750),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 1.79m (5.87ft),  Average Daily Traffic: 2,719 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,262 (year 2027),  Design Load: HS 20,  Features Intersected: MILES PINE CREEK,  Facility Carried by Structure: 60TH ST NORTH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.7m (28.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 8.9m (29.2ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 62.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 15721,  Location: 0.5MI S OF CAUSEWAY BLVD (Lat: 27.762778,  Lng: -82.746944),  Route carried "on" structure: City street ,  Year Built: 2003,  Status: Open,  Structure Length: 2.72m (8.92ft),  Average Daily Traffic: 3,350 (year 2007),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,985 (year 2027),  Design Load: HS 25,  Features Intersected: BOCA CIEGA BAY,  Facility Carried by Structure: 79TH ST SOUTH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.3m (30.5ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Inventory Rating: 69.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  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: July 2007,  Underwater Inspection Date: July 2007,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 157222,  Location: 0.2 MI E/O 16TH ST SOUTH (Lat: 27.770389,  Lng: -82.652639),  Route carried "on" structure: City street ,  Year Built: 1955,  Status: Posted for load,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 4,200 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,250 (year 2027),  Features Intersected: PEDESTRIAN UNDERPASS,  Facility Carried by Structure: 1ST AVE. SO.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.4m (50.5ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 4.0m (13.1ft),  Right: 4.0m (13.1ft)

Condition: Culverts: Good,  Operating Rating: 19.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 11.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Approach Roadway Alignment: Superior to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: May 2007,  Other Special Inspection Date: May 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 157235,  Location: 100FT E/O 5TH ST. SOUTH (Lat: 27.759361,  Lng: -82.639750),  Route carried "on" structure: City street ,  Year Built: 1960,  Status: Posted for load,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 1,230 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,549 (year 2027),  Design Load: HS 20,  Features Intersected: BOOKER CREEK,  Facility Carried by Structure: 11TH AVENUE SOUTH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.3m (27.2ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 4.4m (14.4ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 32.6 metric tons,  Method Used To Determine Operating Rating: Load Testing,  Inventory Rating: 23.9 metric tons,  Method Used To Determine Inventory Rating: Load Testing,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Underwater Inspection Date: May 2007
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Structure Number: 157236,  Location: AT 77TH AVE NORTH (Lat: 27.842803,  Lng: -82.642750),  Route carried "on" structure: City street ,  Year Built: 1978,  Status: Posted for load,  Structure Length: 2.02m (6.63ft),  Average Daily Traffic: 2,420 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,904 (year 2027),  Features Intersected: GATEWAY CANAL,  Facility Carried by Structure: 7TH ST. NORTH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.0m (26.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.1m (33.1ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 29.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 17.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: July 2007,  Underwater Inspection Date: July 2007,  Other Special Inspection Date: July 2007,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 157237,  Location: AT 77TH AVE N & 4TH ST N (Lat: 27.842833,  Lng: -82.639333),  Route carried "on" structure: City street ,  Year Built: 1978,  Status: Open,  Structure Length: 2.92m (9.58ft),  Average Daily Traffic: 4,450 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,340 (year 2027),  Features Intersected: CANAL 12,  Facility Carried by Structure: XOVER TO 77TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.3m (27.2ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 46.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 10.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Underwater Inspection Date: July 2007,  Deck Structure Type: Concrete Precast Panels
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Structure Number: 157238,  Location: AT 77TH AV NORTH (Lat: 27.842942,  Lng: -82.655056),  Route carried "on" structure: City street ,  Year Built: 1978,  Status: Open,  Structure Length: 1.63m (5.35ft),  Average Daily Traffic: 3,500 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,200 (year 2027),  Design Load: HS 20,  Features Intersected: CANAL 12,  Facility Carried by Structure: 16TH ST. N.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 3.7m (12.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 8.2m (26.9ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 14.7m (48.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Good,  Operating Rating: 32.6 metric tons,  Method Used To Determine Operating Rating: Load Testing,  Inventory Rating: 23.9 metric tons,  Method Used To Determine Inventory Rating: Load Testing,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Underwater Inspection Date: July 2007,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 157239,  Location: AT 77TH AVENUE NORTH (Lat: 27.842444,  Lng: -82.655222),  Route carried "on" structure: City street ,  Year Built: 1978,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 3,600 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,320 (year 2027),  Design Load: HS 20,  Features Intersected: CANAL 10,  Facility Carried by Structure: 16TH ST. NO.(SB)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 4.8m (15.7ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 4.8m (15.7ft),  Out-to-Out Width: 5.4m (17.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 57.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 157263,  Location: AT 46TH AVENUE NORTH (Lat: 27.813583,  Lng: -82.634500),  Route carried "on" structure: City street ,  Year Built: 1960,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 1.61m (5.28ft),  Average Daily Traffic: 15,889 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 19,066 (year 2027),  Design Load: HS 20,  Features Intersected: LOW HEAD CANAL,  Facility Carried by Structure: 1ST ST. NORTH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.5m (14.8ft)

Condition: Channel: Satisfactory,  Culverts: 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: 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: July 2007,  Underwater Inspection Date: July 2007
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Structure Number: 157264,  Location: 328ft. N of 45th Ave N (Lat: 27.813611,  Lng: -82.634167),  Route carried "on" structure: City street ,  Year Built: 1998,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 15,889 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 19,066 (year 2027),  Design Load: HS 20,  Features Intersected: LOW HEAD CANAL,  Facility Carried by Structure: 1st STREET NORTH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.3m (10.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 84.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Underwater Inspection Date: July 2007
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Structure Number: 157265,  Location: 0.5MI S OF SNELL ISLE BLV (Lat: 27.792247,  Lng: -82.615861),  Route carried "on" structure: City street ,  Year Built: 2004,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 100 (year 2007),  Truck Traffic: 1%,  Average Future Daily Traffic: 200 (year 2027),  Features Intersected: APPIAN CANAL,  Facility Carried by Structure: APPIAN WAY NE
Minimum Vertical Clearance: 4.79m (15.72ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 90.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.2 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: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 157302,  Location: 200' S/O 22nd AVE S. (Lat: 27.747861,  Lng: -82.685417),  Route carried "on" structure: City street ,  Year Built: 1940,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 1,980 (year 2007),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,500 (year 2027),  Features Intersected: MINNOW CANAL,  Facility Carried by Structure: 38TH ST.SO.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.9m (19.4ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.5m (11.5ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 64.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.4 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: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007
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Structure Number: 157317,  Location: AT 12TH AVE. SOUTH (Lat: 27.758333,  Lng: -82.683361),  Route carried "on" structure: City street ,  Year Built: 1960,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 5,330 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,746 (year 2027),  Features Intersected: JESSE'S CANAL,  Facility Carried by Structure: 37TH ST.SO.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.3m (10.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.2m (3.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 87.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.5 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: May 2007
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Structure Number: 157367,  Location: AT BURLINGTON AVE (Lat: 27.773497,  Lng: -82.712500),  Route carried "on" structure: City street ,  Year Built: 1959,  Status: Open,  Structure Length: 0.90m (2.95ft),  Average Daily Traffic: 24,500 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 32,000 (year 2027),  Design Load: H 15,  Features Intersected: BEAR CREEK,  Facility Carried by Structure: 58TH ST. N.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 26.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 15.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007
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Structure Number: 157401,  Location: 54TH AVE N & 1ST ST N (Lat: 27.821167,  Lng: -82.634667),  Route carried "on" structure: City street ,  Year Built: 1965,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 15,900 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 19,080 (year 2027),  Features Intersected: PLACIDO BAYOU,  Facility Carried by Structure: 1ST ST N & 54 AV N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 32.6 metric tons,  Method Used To Determine Operating Rating: Load Testing,  Inventory Rating: 23.9 metric tons,  Method Used To Determine Inventory Rating: Load Testing,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Underwater Inspection Date: July 2007,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 157402,  Location: AT 58TH ST N (Lat: 27.799083,  Lng: -82.712278),  Route carried "on" structure: City street ,  Year Built: 1983,  Status: Open,  Structure Length: 1.23m (4.04ft),  Average Daily Traffic: 4,140 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,968 (year 2027),  Design Load: HS 20,  Features Intersected: 58TH ST. CANAL,  Facility Carried by Structure: 30TH AVE N
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.7m (48.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.3m (40.4ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 14.7m (48.2ft),  Out-to-Out Width: 18.4m (60.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 52.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 157403,  Location: 150FT SOUTH OF 34TH AVE N (Lat: 27.802386,  Lng: -82.712444),  Route carried "on" structure: City street ,  Year Built: 1983,  Status: Open,  Structure Length: 1.48m (4.86ft),  Average Daily Traffic: 8,320 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,984 (year 2027),  Design Load: HS 20,  Features Intersected: MILES PINE CREEK,  Facility Carried by Structure: 58TH ST. NORTH SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 0.0m,  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 61.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 157406,  Location: AT 58TH ST. N (Lat: 27.795417,  Lng: -82.712306),  Route carried "on" structure: City street ,  Year Built: 1983,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 2,900 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,480 (year 2027),  Design Load: HS 20,  Features Intersected: 58TH ST CANAL,  Facility Carried by Structure: 26TH AVE N
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.7m (48.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.5m (41.0ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 14.7m (48.2ft),  Out-to-Out Width: 18.4m (60.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.5 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 157407,  Location: 520FT W OF 4TH ST S (Lat: 27.748611,  Lng: -82.640278),  Route carried "on" structure: City street ,  Year Built: 1986,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 10,200 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 15,493 (year 2027),  Design Load: HS 20,  Features Intersected: SALT CREEK,  Facility Carried by Structure: 22ND AVE. SOUTH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.0m (13.1ft),  Curb or Sidewalk Widths: Left: 4.0m (13.1ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 24.7m (81.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 86.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.1 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Underwater Inspection Date: May 2007,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 157408,  Location: 0.1 MI W/O LEELAND ST (Lat: 27.709500,  Lng: -82.697944),  Route carried "on" structure: City street ,  Year Built: 1984,  Status: Open,  Structure Length: 6.77m (22.21ft),  Average Daily Traffic: 215 (year 2007),  Truck Traffic: 1%,  Average Future Daily Traffic: 309 (year 2027),  Design Load: HS 20,  Features Intersected: MAXIMO CHANNEL,  Facility Carried by Structure: 62nd Ave. S.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 10.1m (33.1ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.0m,  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 55.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.6 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Underwater Inspection Date: May 2007,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 157501,  Location: PASS-A-GRILLE BEACH (Lat: 27.696944,  Lng: -82.734722),  Route carried "on" structure: City street ,  Year Built: 1954,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 8.85m (29.04ft),  Average Daily Traffic: 3,000 (year 2007),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,600 (year 2027),  Features Intersected: LITTLE McPHERSON BAYOU,  Facility Carried by Structure: 21st AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Navigation Control: Yes ( Vertical Clearance: 3.6m (11.8ft), Horizontal Clearance: 13.8m (45.3ft)),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 53.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Underwater Inspection Date: July 2007,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 150042,  Location: 0.7 MI NORTHWEST OF SR693 (Lat: 27.799722,  Lng: -82.737083),  Route carried "under" structure: City street ,  Year Built: 1957,  Structure Length: 16.58m (54.40ft),  Average Daily Traffic: 200 (year 2006),  Truck Traffic: 1%,  Features Intersected: PINELLAS TRAIL,  Facility Carried by Structure: ALT US 19 (SR 595)
Minimum Vertical Clearance: 7.68m (25.20ft),  Kilometerpoint: 0.109,  Lanes on structure: 4,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.3m (79.7ft)

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Structure Number: 150042,  Location: 0.7 MI NORTHWEST OF SR693 (Lat: 27.799722,  Lng: -82.737083),  Route carried "under" structure: Other road ,  Year Built: 1957,  Structure Length: 16.58m (54.40ft),  Average Daily Traffic: 300 (year 2006),  Features Intersected: PINELLAS TRAIL,  Facility Carried by Structure: ALT US 19 (SR 595)
Minimum Vertical Clearance: 8.72m (28.61ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.3m (79.7ft)

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Structure Number: 150042,  Location: 0.7 MI NORTHWEST OF SR693 (Lat: 27.799722,  Lng: -82.737083),  Route carried "under" structure: City street ,  Year Built: 1957,  Structure Length: 16.58m (54.40ft),  Average Daily Traffic: 200 (year 2006),  Truck Traffic: 1%,  Features Intersected: PINELLAS TRAIL,  Facility Carried by Structure: ALT US 19 (SR 595)
Minimum Vertical Clearance: 7.68m (25.20ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.3m (79.7ft)

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Structure Number: 150055,  Location: 2 mi. N/O SR 694 (Lat: 27.862500,  Lng: -82.700000),  Route carried "under" structure: County highway 611,  Year Built: 1970,  Structure Length: 9.53m (31.27ft),  Average Daily Traffic: 30,000 (year 2004),  Truck Traffic: 3%,  Features Intersected: CR 611 (49th St.),  Facility Carried by Structure: US19 SR55
Minimum Vertical Clearance: 4.82m (15.81ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.9m (94.8ft)

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Structure Number: 150075,  Location: I-275/ ROOSEVELT BLVD (Lat: 27.878053,  Lng: -82.658272),  Route carried "under" structure: State highway 686,  Year Built: 1970,  Structure Length: 8.67m (28.44ft),  Average Daily Traffic: 37,500 (year 2006),  Truck Traffic: 3%,  Features Intersected: SR 686 ROOSEVELT BLVD,  Facility Carried by Structure: RAMP A
Minimum Vertical Clearance: 4.63m (15.19ft),  Kilometerpoint: 15.086,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.5m (90.2ft)

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Structure Number: 150088,  Location: 1.5 mi. NORTH OF SR 595 (Lat: 27.799350,  Lng: -82.663014),  Route carried "under" structure: City street ,  Year Built: 1974,  Structure Length: 5.34m (17.52ft),  Average Daily Traffic: 5,000 (year 2007),  Truck Traffic: 10%,  Features Intersected: 30TH AVENUE NORTH,  Facility Carried by Structure: I-275 SB
Minimum Vertical Clearance: 5.58m (18.31ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.3m (79.7ft)

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Structure Number: 150089,  Location: 1.5 mi. NORTH OF SR 595 (Lat: 27.799308,  Lng: -82.662408),  Route carried "under" structure: City street ,  Year Built: 1974,  Structure Length: 5.36m (17.59ft),  Average Daily Traffic: 5,000 (year 2007),  Truck Traffic: 10%,  Features Intersected: 30TH AVENUE NORTH,  Facility Carried by Structure: I-275 NB
Minimum Vertical Clearance: 4.79m (15.72ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.0m (75.5ft)

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Structure Number: 15009,  Location: 4.2 mi. S. OF GANDY BLVD (Lat: 27.792422,  Lng: -82.660803),  Route carried "under" structure: City street ,  Year Built: 1974,  Structure Length: 6.34m (20.80ft),  Average Daily Traffic: 23,770 (year 2006),  Truck Traffic: 5%,  Features Intersected: 22ND AVENUE NORTH,  Facility Carried by Structure: I-275 SB
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.6m (129.9ft)

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Structure Number: 150091,  Location: 4.2 mi. S. OF GANDY BLVD (Lat: 27.792222,  Lng: -82.660556),  Route carried "under" structure: City street ,  Year Built: 1974,  Structure Length: 6.34m (20.80ft),  Average Daily Traffic: 23,770 (year 2006),  Truck Traffic: 5%,  Features Intersected: 22ND AVENUE NORTH,  Facility Carried by Structure: I-275 NB
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.6m (129.9ft)

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Structure Number: 150092,  Location: 3 mi. S. OF GANDY BLVD (Lat: 27.806667,  Lng: -82.662444),  Route carried "under" structure: City street ,  Year Built: 1974,  Structure Length: 6.18m (20.28ft),  Average Daily Traffic: 10,000 (year 2007),  Truck Traffic: 5%,  Features Intersected: 38TH AVENUE NORTH,  Facility Carried by Structure: I-275 SB
Minimum Vertical Clearance: 4.63m (15.19ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.2m (118.8ft)

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Structure Number: 150093,  Location: 3 mi. S. OF GANDY BLVD (Lat: 27.806667,  Lng: -82.662444),  Route carried "under" structure: City street ,  Year Built: 1974,  Structure Length: 6.18m (20.28ft),  Average Daily Traffic: 10,000 (year 2007),  Truck Traffic: 5%,  Features Intersected: 38TH AVENUE NORTH,  Facility Carried by Structure: I-275 NB
Minimum Vertical Clearance: 4.63m (15.19ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.2m (118.8ft)

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Structure Number: 150094,  Location: 2.3 mi. S OF GANDY BLVD (Lat: 27.817583,  Lng: -82.664722),  Route carried "under" structure: City street ,  Year Built: 1974,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 2,000 (year 2007),  Truck Traffic: 2%,  Features Intersected: 50TH AVE N CR 689,  Facility Carried by Structure: I-275 SB
Minimum Vertical Clearance: 4.69m (15.39ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.2m (79.4ft)

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Structure Number: 150095,  Location: 2.3 mi. S OF GANDY BLVD (Lat: 27.817583,  Lng: -82.664722),  Route carried "under" structure: City street ,  Year Built: 1974,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 2,000 (year 2007),  Truck Traffic: 2%,  Features Intersected: 50TH AVE N CR 689,  Facility Carried by Structure: I-275 NB
Minimum Vertical Clearance: 4.69m (15.39ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.2m (79.4ft)

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Structure Number: 150096,  Location: 2.1MI S OF SR 694 (Lat: 27.820800,  Lng: -82.664947),  Route carried "under" structure: Interstate 275,  Year Built: 1972,  Structure Length: 9.07m (29.76ft),  Average Daily Traffic: 136,000 (year 2006),  Truck Traffic: 5%,  Features Intersected: I-275,  Facility Carried by Structure: 54TH AVENUE NORTH
Minimum Vertical Clearance: 4.79m (15.72ft),  Kilometerpoint: 13.425,  Lanes on structure: 6,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.6m (129.9ft)

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Structure Number: 150097,  Location: 1.7 mi. S/O GANDY BLVD (Lat: 27.828111,  Lng: -82.666861),  Route carried "under" structure: City street ,  Year Built: 1972,  Structure Length: 5.72m (18.77ft),  Average Daily Traffic: 20,000 (year 2007),  Truck Traffic: 5%,  Features Intersected: 62ND AVENUE NORTH,  Facility Carried by Structure: I-275 SB
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.7m (94.2ft)

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Structure Number: 150098,  Location: 1.7 mi. S/O GANDY BLVD (Lat: 27.828028,  Lng: -82.666417),  Route carried "under" structure: City street ,  Year Built: 1972,  Structure Length: 5.72m (18.77ft),  Average Daily Traffic: 20,000 (year 2007),  Truck Traffic: 5%,  Features Intersected: 62ND AVENUE NORTH,  Facility Carried by Structure: I-275 NB
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.7m (94.2ft)

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Structure Number: 150099,  Location: 2 mi. S/O SR 686 (Lat: 27.851111,  Lng: -82.663889),  Route carried "under" structure: Interstate 275,  Year Built: 1971,  Structure Length: 9.94m (32.61ft),  Average Daily Traffic: 136,000 (year 2006),  Truck Traffic: 5%,  Features Intersected: I-275,  Facility Carried by Structure: SR 694 RAMP
Minimum Vertical Clearance: 4.94m (16.21ft),  Kilometerpoint: 16.771,  Lanes on structure: 2,  Lanes under structure: 7,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.1m (102.0ft)

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Structure Number: 1501,  Location: 2 mi. SOUTH OF SR 686 (Lat: 27.852172,  Lng: -82.664183),  Route carried "under" structure: State highway 694,  Year Built: 1971,  Structure Length: 9.59m (31.46ft),  Average Daily Traffic: 62,000 (year 2006),  Truck Traffic: 5%,  Features Intersected: SR 694 GANDY BLVD,  Facility Carried by Structure: I-275 SB
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 0.249,  Lanes on structure: 4,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: 150101,  Location: 2 mi. SOUTH OF SR 686 (Lat: 27.852447,  Lng: -82.663819),  Route carried "under" structure: State highway 694,  Year Built: 1971,  Structure Length: 9.59m (31.46ft),  Average Daily Traffic: 26,500 (year 2006),  Truck Traffic: 6%,  Features Intersected: SR 694 GANDY BLVD,  Facility Carried by Structure: I-275 NB
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 2.527,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: 150102,  Location: I-275 AND SR 686 (Lat: 27.878731,  Lng: -82.659217),  Route carried "under" structure: State highway 686,  Year Built: 1970,  Structure Length: 7.50m (24.61ft),  Average Daily Traffic: 37,500 (year 2006),  Truck Traffic: 3%,  Features Intersected: SR 686 ROOSEVELT BLVD.,  Facility Carried by Structure: I-275 SB
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 14.965,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.6m (87.3ft)

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Structure Number: 150103,  Location: I-275 AND SR 686 (Lat: 27.878764,  Lng: -82.659139),  Route carried "under" structure: State highway 686,  Year Built: 1970,  Structure Length: 7.52m (24.67ft),  Average Daily Traffic: 37,500 (year 2006),  Truck Traffic: 3%,  Features Intersected: SR 686 ROOSEVELT BLVD,  Facility Carried by Structure: I-275 NB
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 14.988,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.6m (87.3ft)

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Structure Number: 150104,  Location: I-275 AT SR 686 (Lat: 27.879650,  Lng: -82.657700),  Route carried "under" structure: Interstate 275,  Year Built: 1970,  Structure Length: 14.74m (48.36ft),  Average Daily Traffic: 118,500 (year 2006),  Truck Traffic: 4%,  Features Intersected: I-275 SR 93,  Facility Carried by Structure: RAMP A
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 20.244,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.5m (86.9ft)

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Structure Number: 150104,  Location: I-275 AT SR 686 (Lat: 27.879650,  Lng: -82.657700),  Route carried "under" structure: Ramp Interstate 275,  Year Built: 1970,  Structure Length: 14.74m (48.36ft),  Average Daily Traffic: 5,000 (year 1999),  Truck Traffic: 5%,  Features Intersected: I-275 SR 93,  Facility Carried by Structure: RAMP A
Minimum Vertical Clearance: 8.38m (27.49ft),  Kilometerpoint: 0.177,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.5m (86.9ft)

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Structure Number: 150104,  Location: I-275 AT SR 686 (Lat: 27.879650,  Lng: -82.657700),  Route carried "under" structure: Ramp Interstate 275,  Year Built: 1970,  Structure Length: 14.74m (48.36ft),  Average Daily Traffic: 5,000 (year 1999),  Truck Traffic: 5%,  Features Intersected: I-275 SR 93,  Facility Carried by Structure: RAMP A
Minimum Vertical Clearance: 11.49m (37.70ft),  Kilometerpoint: 0.177,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.5m (86.9ft)

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Structure Number: 150109,  Location: 2 mi S/O SR 686 (Lat: 27.853333,  Lng: -82.661944),  Route carried "under" structure: State highway 694,  Year Built: 1972,  Structure Length: 9.24m (30.31ft),  Average Daily Traffic: 26,500 (year 2006),  Truck Traffic: 6%,  Features Intersected: SR 694 GANDY BLVD,  Facility Carried by Structure: RAMP B
Minimum Vertical Clearance: 4.63m (15.19ft),  Kilometerpoint: 2.718,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.3m (102.7ft)

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Structure Number: 150114,  Location: 3.4 MILE EAST OF US 19 (Lat: 27.893333,  Lng: -82.673333),  Route carried "under" structure: State highway 686,  Year Built: 1975,  Structure Length: 9.14m (29.99ft),  Average Daily Traffic: 45,000 (year 2006),  Truck Traffic: 7%,  Features Intersected: SR-688/ULMERTON RD
Minimum Vertical Clearance: 4.82m (15.81ft),  Kilometerpoint: 18.506,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.3m (99.4ft)

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Structure Number: 150117,  Location: 0.3 mi. N/O SR595 5TH AV (Lat: 27.784667,  Lng: -82.662028),  Route carried "under" structure: City street ,  Year Built: 1975,  Structure Length: 5.87m (19.26ft),  Average Daily Traffic: 1,000 (year 2007),  Truck Traffic: 5%,  Features Intersected: 13TH AVENUE NORTH,  Facility Carried by Structure: I-275 SB
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.5m (80.4ft)

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Structure Number: 150118,  Location: 0.3 mi. N/O SR595 5TH AV (Lat: 27.784639,  Lng: -82.661083),  Route carried "under" structure: City street ,  Year Built: 1975,  Structure Length: 5.87m (19.26ft),  Average Daily Traffic: 1,000 (year 2007),  Truck Traffic: 5%,  Features Intersected: 13TH AVENUE NORTH,  Facility Carried by Structure: I-275 NB
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.5m (80.4ft)

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Structure Number: 150119,  Location: 0.2 mi N/O SR595 5TH AV N (Lat: 27.780978,  Lng: -82.660608),  Route carried "under" structure: City street ,  Year Built: 1975,  Structure Length: 4.95m (16.24ft),  Average Daily Traffic: 13,537 (year 2006),  Truck Traffic: 5%,  Features Intersected: 9TH AVENUE NORTH,  Facility Carried by Structure: I-275 SB
Minimum Vertical Clearance: 4.66m (15.29ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 15012,  Location: 0.2 mi N/O SR595 5TH AV N (Lat: 27.781081,  Lng: -82.660708),  Route carried "under" structure: City street ,  Year Built: 1975,  Structure Length: 5.12m (16.80ft),  Average Daily Traffic: 13,537 (year 2006),  Truck Traffic: 5%,  Features Intersected: 9TH AVENUE NORTH,  Facility Carried by Structure: I-275 NB
Minimum Vertical Clearance: 4.66m (15.29ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.3m (83.0ft)

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Structure Number: 150121,  Location: 3.9 MI NORTH OF SR 682 (Lat: 27.766389,  Lng: -82.658889),  Route carried "under" structure: City street 595,  Year Built: 1980,  Structure Length: 132.90m (436.02ft),  Average Daily Traffic: 17,000 (year 2006),  Truck Traffic: 7%,  Features Intersected: 5TH AVE S,  Facility Carried by Structure: I 275 SB SR 93
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.3m (112.5ft)

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Structure Number: 150121,  Location: 3.9 MI NORTH OF SR 682 (Lat: 27.766389,  Lng: -82.658889),  Route carried "under" structure: City street ,  Year Built: 1980,  Structure Length: 132.90m (436.02ft),  Average Daily Traffic: 15,000 (year 2006),  Truck Traffic: 5%,  Features Intersected: 5TH AVE S,  Facility Carried by Structure: I 275 SB SR 93
Minimum Vertical Clearance: 4.66m (15.29ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.3m (112.5ft)

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Structure Number: 150121,  Location: 3.9 MI NORTH OF SR 682 (Lat: 27.766389,  Lng: -82.658889),  Route carried "under" structure: City street ,  Year Built: 1980,  Structure Length: 132.90m (436.02ft),  Average Daily Traffic: 18,000 (year 2006),  Truck Traffic: 6%,  Features Intersected: 5TH AVE S,  Facility Carried by Structure: I 275 SB SR 93
Minimum Vertical Clearance: 6.34m (20.80ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.3m (112.5ft)

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Structure Number: 150121,  Location: 3.9 MI NORTH OF SR 682 (Lat: 27.766389,  Lng: -82.658889),  Route carried "under" structure: City street ,  Year Built: 1980,  Structure Length: 132.90m (436.02ft),  Average Daily Traffic: 12,000 (year 2006),  Truck Traffic: 5%,  Features Intersected: 5TH AVE S,  Facility Carried by Structure: I 275 SB SR 93
Minimum Vertical Clearance: 7.65m (25.10ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.3m (112.5ft)

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Structure Number: 150121,  Location: 3.9 MI NORTH OF SR 682 (Lat: 27.766389,  Lng: -82.658889),  Route carried "under" structure: City street ,  Year Built: 1980,  Structure Length: 132.90m (436.02ft),  Average Daily Traffic: 3,000 (year 2006),  Truck Traffic: 5%,  Features Intersected: 5TH AVE S,  Facility Carried by Structure: I 275 SB SR 93
Minimum Vertical Clearance: 0.68m (2.23ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.3m (112.5ft)

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Structure Number: 150121,  Location: 3.9 MI NORTH OF SR 682 (Lat: 27.766389,  Lng: -82.658889),  Route carried "under" structure: Ramp Interstate ,  Year Built: 1980,  Structure Length: 132.90m (436.02ft),  Average Daily Traffic: 20,000 (year 2000),  Truck Traffic: 5%,  Features Intersected: 5TH AVE S,  Facility Carried by Structure: I 275 SB SR 93
Minimum Vertical Clearance: 5.06m (16.60ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.3m (112.5ft)

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Structure Number: 150121,  Location: 3.9 MI NORTH OF SR 682 (Lat: 27.766389,  Lng: -82.658889),  Route carried "under" structure: State highway 595,  Year Built: 1980,  Structure Length: 132.90m (436.02ft),  Average Daily Traffic: 15,400 (year 2006),  Truck Traffic: 2%,  Features Intersected: 5TH AVE S,  Facility Carried by Structure: I 275 SB SR 93
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 2.103,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.3m (112.5ft)

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Structure Number: 150121,  Location: 3.9 MI NORTH OF SR 682 (Lat: 27.766389,  Lng: -82.658889),  Route carried "under" structure: City street ,  Year Built: 1980,  Structure Length: 132.90m (436.02ft),  Average Daily Traffic: 10,000 (year 2006),  Truck Traffic: 5%,  Features Intersected: 5TH AVE S,  Facility Carried by Structure: I 275 SB SR 93
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.3m (112.5ft)

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Structure Number: 150121,  Location: 3.9 MI NORTH OF SR 682 (Lat: 27.766389,  Lng: -82.658889),  Route carried "under" structure: City street ,  Year Built: 1980,  Structure Length: 132.90m (436.02ft),  Average Daily Traffic: 3,000 (year 2006),  Truck Traffic: 5%,  Features Intersected: 5TH AVE S,  Facility Carried by Structure: I 275 SB SR 93
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.3m (112.5ft)

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Structure Number: 150121,  Location: 3.9 MI NORTH OF SR 682 (Lat: 27.766389,  Lng: -82.658889),  Route carried "under" structure: City street ,  Year Built: 1980,  Structure Length: 132.90m (436.02ft),  Average Daily Traffic: 7,000 (year 2006),  Truck Traffic: 3%,  Features Intersected: 5TH AVE S,  Facility Carried by Structure: I 275 SB SR 93
Minimum Vertical Clearance: 7.44m (24.41ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.3m (112.5ft)

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Structure Number: 150121,  Location: 3.9 MI NORTH OF SR 682 (Lat: 27.766389,  Lng: -82.658889),  Route carried "under" structure: City street ,  Year Built: 1980,  Structure Length: 132.90m (436.02ft),  Average Daily Traffic: 3,000 (year 2006),  Truck Traffic: 5%,  Features Intersected: 5TH AVE S,  Facility Carried by Structure: I 275 SB SR 93
Minimum Vertical Clearance: 8.08m (26.51ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.3m (112.5ft)

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Structure Number: 150122,  Location: 3.9 MI N OF SR 682 (Lat: 27.766389,  Lng: -82.658889),  Route carried "under" structure: Ramp Interstate 595,  Year Built: 1980,  Structure Length: 137.70m (451.77ft),  Average Daily Traffic: 17,000 (year 2001),  Truck Traffic: 7%,  Features Intersected: 5TH AVENUE NORTH,  Facility Carried by Structure: I 275 NB
Minimum Vertical Clearance: 1.25m (4.10ft),  Kilometerpoint: 0.222,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 54.3m (178.1ft)


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