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

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Structure Number: 460111,  Location: US98/THOMAS DRIVE (Lat: 30.188333,  Lng: -85.761111),  Route carried "on" structure: US 98,  Year Built: 2006,  Status: Open,  Structure Length: 91.25m (299.38ft),  Average Daily Traffic: 11,000 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 14,500 (year 2027),  Design Load: HS 20,  Features Intersected: US 98 OVER THOMAS DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.365,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.4m (86.6ft),  Material/Design: Steel,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 23,  Length of Maximum Span: 67.0m (219.8ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 47.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 35.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 460112,  Location: West-Panama City Limit (Lat: 30.187500,  Lng: -85.736667),  Route carried "on" structure: US 98,  Year Built: 2004,  Status: Open,  Structure Length: 103.15m (338.42ft),  Average Daily Traffic: 57,034 (year 2002),  Truck Traffic: 5%,  Average Future Daily Traffic: 98,954 (year 2024),  Design Load: H 20,  Features Intersected: US98SR30/STANDREWSBAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.949,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Navigation Control: Yes ( Vertical Clearance: 19.8m (65.0ft), Horizontal Clearance: 87.6m (287.4ft)),  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 100.6m (330.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 71.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Underwater Inspection Date: November 2007,  Deck Structure Type: Other

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Structure Number: 460113,  Location: West-Panama City Limit (Lat: 30.187500,  Lng: -85.736667),  Route carried "on" structure: US 98,  Year Built: 2003,  Status: Open,  Structure Length: 123.36m (404.72ft),  Average Daily Traffic: 57,034 (year 2002),  Truck Traffic: 5%,  Average Future Daily Traffic: 98,954 (year 2024),  Design Load: H 20,  Features Intersected: US98SR30/StAndrewsBay
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.949,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Navigation Control: Yes ( Vertical Clearance: 19.8m (65.0ft), Horizontal Clearance: 87.6m (287.4ft)),  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Number Of Spans In Main Unit: 14,  Number Of Approach Spans: 2,  Length of Maximum Span: 100.6m (330.1ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 0.0m,  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 53.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Underwater Inspection Date: November 2007,  Deck Structure Type: Other

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Structure Number: 464001,  Location: T4S R15W SEC5 (Lat: 30.173083,  Lng: -85.759833),  Route carried "on" structure: County highway 3030,  Year Built: 1970,  Status: Open,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 3,000 (year 2006),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,300 (year 2026),  Features Intersected: CR 3030/UNNAMED BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 4 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: 98.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 62.6 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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006

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Structure Number: 466801,  Location: T3S R16W SEC1 (Lat: 30.181667,  Lng: -85.810000),  Route carried "on" structure: City street ,  Year Built: 1963,  Status: Closed,  Structure Length: 2.08m (6.82ft),  Average Daily Traffic: 1,500 (year 2007),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,650 (year 2027),  Features Intersected: CHURCHWELL DR/UNNAMED BR,  Facility Carried by Structure: CHURCHWELL DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.275,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 13.5m (44.3ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.3m (20.7ft),  Out-to-Out Width: 6.9m (22.6ft)

Condition: Deck: Satisfactory,  Superstructure: Serious,  Substructure: Satisfactory,  Channel: Good,  Waterway Adequacy: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 6 months,  Inspection Date: October 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 469006,  Location: 1.1 Mi SW MIDDLE BEACH RD (Lat: 30.196667,  Lng: -85.826667),  Route carried "on" structure: Business City street ,  Year Built: 1989,  Status: Open,  Structure Length: 1.05m (3.44ft),  Average Daily Traffic: 15,231 (year 2007),  Average Future Daily Traffic: 16,754 (year 2027),  Design Load: HS 20,  Features Intersected: W FRONT BCH/HOL INN TUN,  Facility Carried by Structure: HOLIDAY INN TUNNEL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.213,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: Private,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.5m (34.4ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Culverts: Good,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 460111,  Location: US98/THOMAS DRIVE (Lat: 30.188333,  Lng: -85.761111),  Route carried "under" structure: County highway 3031,  Year Built: 2006,  Structure Length: 91.25m (299.38ft),  Average Daily Traffic: 9,000 (year 2007),  Truck Traffic: 5%,  Features Intersected: US 98 OVER THOMAS DRIVE,  Facility Carried by Structure: US98
Minimum Vertical Clearance: 8.35m (27.40ft),  Kilometerpoint: 4.506,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 67.0m (219.8ft)

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Structure Number: 469006,  Location: 1.1 Mi SW MIDDLE BEACH RD (Lat: 30.196667,  Lng: -85.826667),  Route carried "under" structure: Other road ,  Year Built: 1989,  Structure Length: 1.05m (3.44ft),  Average Daily Traffic: 220 (year 2007),  Features Intersected: W FRONT BCH/HOL INN TUN,  Facility Carried by Structure: HOLIDAY INN TUNNEL
Minimum Vertical Clearance: 2.26m (7.41ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Length of Maximum Span: 10.5m (34.4ft)

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Structure Number: 469008,  Location: 1.5mi West of SR79 (Lat: 30.233917,  Lng: -85.912028),  Route carried "under" structure: State highway 98,  Year Built: 2007,  Structure Length: 3.96m (12.99ft),  Features Intersected: PED OP over US98 SR30,  Facility Carried by Structure: Ped. Overpass
Minimum Vertical Clearance: 5.61m (18.41ft),  Kilometerpoint: 9.495,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.6m (129.9ft)

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Structure Number: 469009,  Location: 1.4mi WEST of SR79 (Lat: 30.233111,  Lng: -85.910889),  Route carried "under" structure: State highway 98,  Year Built: 2007,  Structure Length: 3.75m (12.30ft),  Features Intersected: PED OP over US98 SR30,  Facility Carried by Structure: PED. OVERPASS
Minimum Vertical Clearance: 6.13m (20.11ft),  Kilometerpoint: 9.695,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Truss - Thru,  Length of Maximum Span: 37.5m (123.0ft)

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Structure Number: 46901,  Location: 1.0mi WEST of SR79 (Lat: 30.229472,  Lng: -85.903972),  Route carried "under" structure: State highway 98,  Year Built: 2007,  Structure Length: 3.96m (12.99ft),  Features Intersected: PED OP over US98 SR30,  Facility Carried by Structure: PED. OVERPASS
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 10.348,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Truss - Thru,  Length of Maximum Span: 39.6m (129.9ft)