Bridge Statistics for Jasper, Florida (FL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 21Number of bridges
- 226ft / 68.9mTotal length
- $670,000Total costs
- 204,594Total average daily traffic
- 61,848Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Jasper
- No street view available for this location
- New bridges - historical statistics
- 21920-1929
- 11940-1949
- 121960-1969
- 21970-1979
- 21980-1989
- 11990-1999
- 12000-2009
- Reconstructed bridges - Historical Statistics
- 11940-1949
- 01950-1959
- 01960-1969
- 01970-1979
- 61980-1989
- Bridge Condition - Deck
- 91.7%Good
- 8.3%Satisfactory
- Bridge Condition - Superstructure
- 83.3%Good
- 8.3%Satisfactory
- 8.3%Fair
- Bridge Condition - Substructure
- 58.3%Good
- 33.3%Satisfactory
- 8.3%Poor
- Bridge Condition - Channel
- 7.7%Excellent
- 53.8%Good
- 30.8%Satisfactory
- 7.7%Fair
- Bridge Condition - Culverts
- 16.7%Very good
- 16.7%Good
- 66.7%Satisfactory
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Structure Number: 320002, Location: 1 MI. S. OF US-129 (Lat: 30.480833, Lng: -82.918056), Route carried "on" structure: US 41, Year Built: 1927, Year Reconstructed: 1994, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 1,600 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 2,776 (year 2042), Design Load: HS 20+Mod, Features Intersected: CAT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.069, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.9m (32.5ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 45.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020
Structure Number: 320002, Location: 1 MI. S. OF US-129 (Lat: 30.480833, Lng: -82.918056), Route carried "on" structure: US 41, Year Built: 1927, Year Reconstructed: 1994, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 1,600 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 2,776 (year 2042), Design Load: HS 20+Mod, Features Intersected: CAT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.069, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.9m (32.5ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 45.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020
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Structure Number: 320003, Location: 0.7 MI. N. OF SR-51 S. (Lat: 30.496378, Lng: -82.933333), Route carried "on" structure: US 41, Year Built: 1973, Status: Open, Structure Length: 0.81m (2.66ft), Average Daily Traffic: 5,300 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 9,196 (year 2042), Design Load: HS 20, Features Intersected: BELL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.444, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.9m (32.5ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
Structure Number: 320003, Location: 0.7 MI. N. OF SR-51 S. (Lat: 30.496378, Lng: -82.933333), Route carried "on" structure: US 41, Year Built: 1973, Status: Open, Structure Length: 0.81m (2.66ft), Average Daily Traffic: 5,300 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 9,196 (year 2042), Design Load: HS 20, Features Intersected: BELL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.444, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.9m (32.5ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
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Structure Number: 320004, Location: 1.5 MI. S. OF SR-6 (Lat: 30.523894, Lng: -83.015497), Route carried "on" structure: US 41, Year Built: 1922, Year Reconstructed: 1947, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 3,800 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 6,593 (year 2042), Design Load: H 15, Features Intersected: ALAPAHA RIVER OVERFLOW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.237, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 320004, Location: 1.5 MI. S. OF SR-6 (Lat: 30.523894, Lng: -83.015497), Route carried "on" structure: US 41, Year Built: 1922, Year Reconstructed: 1947, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 3,800 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 6,593 (year 2042), Design Load: H 15, Features Intersected: ALAPAHA RIVER OVERFLOW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.237, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 320006, Location: 3.4 MI. N. OF JASPER (Lat: 30.565475, Lng: -82.987242), Route carried "on" structure: US 129, Year Built: 1967, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 2,000 (year 2020), Truck Traffic: 27%, Average Future Daily Traffic: 3,470 (year 2042), Design Load: HS 20, Features Intersected: LITTLE ALAPAHA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.407, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 49.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 320006, Location: 3.4 MI. N. OF JASPER (Lat: 30.565475, Lng: -82.987242), Route carried "on" structure: US 129, Year Built: 1967, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 2,000 (year 2020), Truck Traffic: 27%, Average Future Daily Traffic: 3,470 (year 2042), Design Load: HS 20, Features Intersected: LITTLE ALAPAHA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.407, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 49.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 320008, Location: 1.7 MI. N. OF JASPER (Lat: 30.543233, Lng: -82.975578), Route carried "on" structure: US 129, Year Built: 1945, Year Reconstructed: 1994, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 2,000 (year 2020), Truck Traffic: 27%, Average Future Daily Traffic: 3,470 (year 2042), Design Load: HS 20+Mod, Features Intersected: PERRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.697, Lanes on structure: 2, Base Highway Network: Yes, Owner: State 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: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
Structure Number: 320008, Location: 1.7 MI. N. OF JASPER (Lat: 30.543233, Lng: -82.975578), Route carried "on" structure: US 129, Year Built: 1945, Year Reconstructed: 1994, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 2,000 (year 2020), Truck Traffic: 27%, Average Future Daily Traffic: 3,470 (year 2042), Design Load: HS 20+Mod, Features Intersected: PERRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.697, Lanes on structure: 2, Base Highway Network: Yes, Owner: State 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: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
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Structure Number: 320011, Location: 4 Mi N OF CR-132 (Lat: 30.448889, Lng: -82.932986), Route carried "on" structure: US 129, Year Built: 1962, Status: Open, Structure Length: 7.44m (24.41ft), Average Daily Traffic: 4,400 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 7,634 (year 2042), Features Intersected: I-75 (SR-93)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.744, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 30.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 26.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.44m (24.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $328,000, Roadway Improvement Cost: $33,000, Total Project Cost: $492,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 320011, Location: 4 Mi N OF CR-132 (Lat: 30.448889, Lng: -82.932986), Route carried "on" structure: US 129, Year Built: 1962, Status: Open, Structure Length: 7.44m (24.41ft), Average Daily Traffic: 4,400 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 7,634 (year 2042), Features Intersected: I-75 (SR-93)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.744, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 30.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 26.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.44m (24.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $328,000, Roadway Improvement Cost: $33,000, Total Project Cost: $492,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 320019, Location: US-129 / SUWANNEE RIVER (Lat: 30.398286, Lng: -82.937694), Route carried "on" structure: US 129, Year Built: 1971, Status: Open, Structure Length: 15.24m (50.00ft), Average Daily Traffic: 5,100 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 8,848 (year 2042), Design Load: HS 20+Mod, Features Intersected: SUWANNEE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.3m (33.8ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 32.3m (106.0ft), Curb-To-Curb Width: 13.3m (43.6ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, 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: April 2021, Underwater Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 320019, Location: US-129 / SUWANNEE RIVER (Lat: 30.398286, Lng: -82.937694), Route carried "on" structure: US 129, Year Built: 1971, Status: Open, Structure Length: 15.24m (50.00ft), Average Daily Traffic: 5,100 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 8,848 (year 2042), Design Load: HS 20+Mod, Features Intersected: SUWANNEE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.3m (33.8ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 32.3m (106.0ft), Curb-To-Curb Width: 13.3m (43.6ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, 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: April 2021, Underwater Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 320021, Location: 5 MILES NORTH OF CR 6 (Lat: 30.585278, Lng: -82.944444), Route carried "on" structure: County highway 51, Year Built: 1963, Status: Posted for load, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 700 (year 2021), Truck Traffic: 26%, Average Future Daily Traffic: 1,215 (year 2042), Features Intersected: LITTLE ALAPAHA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.090, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 23.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 18.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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 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: December 2021, Other Special Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 320021, Location: 5 MILES NORTH OF CR 6 (Lat: 30.585278, Lng: -82.944444), Route carried "on" structure: County highway 51, Year Built: 1963, Status: Posted for load, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 700 (year 2021), Truck Traffic: 26%, Average Future Daily Traffic: 1,215 (year 2042), Features Intersected: LITTLE ALAPAHA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.090, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 23.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 18.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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 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: December 2021, Other Special Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 320032, Location: 5.5 MI.N.OF SUWANNEE RIV. (Lat: 30.408492, Lng: -82.891317), Route carried "on" structure: County highway 132, Year Built: 1962, Status: Open, Structure Length: 7.89m (25.89ft), Average Daily Traffic: 350 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 607 (year 2042), Design Load: H 20, Features Intersected: I-75 (SR-93)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.044, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 8.0m (26.2ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 50.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 320032, Location: 5.5 MI.N.OF SUWANNEE RIV. (Lat: 30.408492, Lng: -82.891317), Route carried "on" structure: County highway 132, Year Built: 1962, Status: Open, Structure Length: 7.89m (25.89ft), Average Daily Traffic: 350 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 607 (year 2042), Design Load: H 20, Features Intersected: I-75 (SR-93)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.044, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 8.0m (26.2ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 50.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 320033, Location: 1.0MI N OF US-129/SR-51 (Lat: 30.456958, Lng: -82.946761), Route carried "on" structure: Interstate 75, Year Built: 1962, Year Reconstructed: 1994, Status: Open, Structure Length: 5.21m (17.09ft), Average Daily Traffic: 17,750 (year 2020), Truck Traffic: 32%, Average Future Daily Traffic: 30,796 (year 2042), Design Load: HS 20+Mod, Features Intersected: SCLRR ABANDONED
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.559, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 17.0m (55.8ft), Out-to-Out Width: 17.9m (58.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 48.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.2 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, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 320033, Location: 1.0MI N OF US-129/SR-51 (Lat: 30.456958, Lng: -82.946761), Route carried "on" structure: Interstate 75, Year Built: 1962, Year Reconstructed: 1994, Status: Open, Structure Length: 5.21m (17.09ft), Average Daily Traffic: 17,750 (year 2020), Truck Traffic: 32%, Average Future Daily Traffic: 30,796 (year 2042), Design Load: HS 20+Mod, Features Intersected: SCLRR ABANDONED
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.559, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 17.0m (55.8ft), Out-to-Out Width: 17.9m (58.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 48.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.2 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, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 320034, Location: 4.3 MI. N. OF US-129 (Lat: 30.482339, Lng: -82.992725), Route carried "on" structure: County highway 249, Year Built: 1962, Status: Open, Structure Length: 6.77m (22.21ft), Average Daily Traffic: 1,400 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 2,429 (year 2042), Design Load: H 20, Features Intersected: I-75 (SR-93)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.867, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.6m (70.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 60.8 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: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 320034, Location: 4.3 MI. N. OF US-129 (Lat: 30.482339, Lng: -82.992725), Route carried "on" structure: County highway 249, Year Built: 1962, Status: Open, Structure Length: 6.77m (22.21ft), Average Daily Traffic: 1,400 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 2,429 (year 2042), Design Load: H 20, Features Intersected: I-75 (SR-93)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.867, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.6m (70.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 60.8 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: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 320035, Location: 1.6 MI. N. OF CR-249 (Lat: 30.489642, Lng: -83.017625), Route carried "on" structure: Interstate 75, Year Built: 1961, Year Reconstructed: 1993, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 35,500 (year 2020), Truck Traffic: 33%, Average Future Daily Traffic: 61,592 (year 2042), Design Load: HS 20+Mod, Features Intersected: TIGER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.353, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 34.2m (112.2ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Excellent, Culverts: Satisfactory, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
Structure Number: 320035, Location: 1.6 MI. N. OF CR-249 (Lat: 30.489642, Lng: -83.017625), Route carried "on" structure: Interstate 75, Year Built: 1961, Year Reconstructed: 1993, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 35,500 (year 2020), Truck Traffic: 33%, Average Future Daily Traffic: 61,592 (year 2042), Design Load: HS 20+Mod, Features Intersected: TIGER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.353, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 34.2m (112.2ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Excellent, Culverts: Satisfactory, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
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Structure Number: 32094, Location: 1MI N OF US-129/SR-51 (Lat: 30.457222, Lng: -82.946667), Route carried "on" structure: Interstate 75, Year Built: 1962, Year Reconstructed: 1994, Status: Open, Structure Length: 5.21m (17.09ft), Average Daily Traffic: 17,750 (year 2020), Truck Traffic: 32%, Average Future Daily Traffic: 30,796 (year 2042), Design Load: HS 20+Mod, Features Intersected: SCLRR ABANDONED
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.559, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.9m (55.4ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.9m (58.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 48.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.2 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, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 32094, Location: 1MI N OF US-129/SR-51 (Lat: 30.457222, Lng: -82.946667), Route carried "on" structure: Interstate 75, Year Built: 1962, Year Reconstructed: 1994, Status: Open, Structure Length: 5.21m (17.09ft), Average Daily Traffic: 17,750 (year 2020), Truck Traffic: 32%, Average Future Daily Traffic: 30,796 (year 2042), Design Load: HS 20+Mod, Features Intersected: SCLRR ABANDONED
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.559, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.9m (55.4ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.9m (58.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 48.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.2 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, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 324208, Location: 1 MI SOUTH OF JASPER (Lat: 30.495583, Lng: -82.955375), Route carried "on" structure: County highway , Year Built: 1963, Year Reconstructed: 1988, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 41 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 71 (year 2042), Features Intersected: BASIN SWAMP, Facility Carried by Structure: SW 107TH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 8.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 6.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: High priority of corrective action, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: December 2021, Other Special Inspection Date: December 2021, Bridge Improvement Cost: $120,000, Roadway Improvement Cost: $50,000, Total Project Cost: $175,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 324208, Location: 1 MI SOUTH OF JASPER (Lat: 30.495583, Lng: -82.955375), Route carried "on" structure: County highway , Year Built: 1963, Year Reconstructed: 1988, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 41 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 71 (year 2042), Features Intersected: BASIN SWAMP, Facility Carried by Structure: SW 107TH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 8.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 6.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: High priority of corrective action, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: December 2021, Other Special Inspection Date: December 2021, Bridge Improvement Cost: $120,000, Roadway Improvement Cost: $50,000, Total Project Cost: $175,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 324233, Location: 1.1 MILES WEST OF US 129 (Lat: 30.553153, Lng: -82.994444), Route carried "on" structure: County highway 148, Year Built: 1989, Status: Posted for load, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 101 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 175 (year 2042), Features Intersected: LITTLE ALAPAHA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 20.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 12.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: December 2021, Other Special Inspection Date: December 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 324233, Location: 1.1 MILES WEST OF US 129 (Lat: 30.553153, Lng: -82.994444), Route carried "on" structure: County highway 148, Year Built: 1989, Status: Posted for load, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 101 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 175 (year 2042), Features Intersected: LITTLE ALAPAHA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 20.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 12.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: December 2021, Other Special Inspection Date: December 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 324235, Location: 0.7 MI EAST OF US 129 (Lat: 30.569417, Lng: -82.985750), Route carried "on" structure: County highway , Year Built: 1989, Status: Posted for load, Structure Length: 2.05m (6.73ft), Average Daily Traffic: 51 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 88 (year 2042), Features Intersected: LITTLE ALAPAHA RIVER, Facility Carried by Structure: NW 25TH DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 4.4m (14.4ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.2m (13.8ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 11.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 9.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.04m (6.69ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: December 2021, Underwater Inspection Date: December 2021, Other Special Inspection Date: December 2021, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 324235, Location: 0.7 MI EAST OF US 129 (Lat: 30.569417, Lng: -82.985750), Route carried "on" structure: County highway , Year Built: 1989, Status: Posted for load, Structure Length: 2.05m (6.73ft), Average Daily Traffic: 51 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 88 (year 2042), Features Intersected: LITTLE ALAPAHA RIVER, Facility Carried by Structure: NW 25TH DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 4.4m (14.4ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.2m (13.8ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 11.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 9.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.04m (6.69ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: December 2021, Underwater Inspection Date: December 2021, Other Special Inspection Date: December 2021, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 324303, Location: 0.7 MI EAST OF US 41 (Lat: 30.518889, Lng: -82.934722), Route carried "on" structure: County highway 6, Year Built: 1994, Status: Open, Structure Length: 0.78m (2.56ft), Average Daily Traffic: 700 (year 2021), Truck Traffic: 26%, Average Future Daily Traffic: 1,215 (year 2042), Design Load: HS 20+Mod, Features Intersected: BUZZARD BAY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.059, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Fair, Culverts: Satisfactory, Inventory Rating: 77.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
Structure Number: 324303, Location: 0.7 MI EAST OF US 41 (Lat: 30.518889, Lng: -82.934722), Route carried "on" structure: County highway 6, Year Built: 1994, Status: Open, Structure Length: 0.78m (2.56ft), Average Daily Traffic: 700 (year 2021), Truck Traffic: 26%, Average Future Daily Traffic: 1,215 (year 2042), Design Load: HS 20+Mod, Features Intersected: BUZZARD BAY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.059, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Fair, Culverts: Satisfactory, Inventory Rating: 77.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
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Structure Number: 324307, Location: 0.3 MI SOUTH OF CR 249 (Lat: 30.497778, Lng: -82.980556), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 51 (year 2021), Average Future Daily Traffic: 88 (year 2042), Features Intersected: TIGER CREEK, Facility Carried by Structure: SW 99TH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.5m (21.3ft), Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Satisfactory, Culverts: Very good, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
Structure Number: 324307, Location: 0.3 MI SOUTH OF CR 249 (Lat: 30.497778, Lng: -82.980556), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 51 (year 2021), Average Future Daily Traffic: 88 (year 2042), Features Intersected: TIGER CREEK, Facility Carried by Structure: SW 99TH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.5m (21.3ft), Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Satisfactory, Culverts: Very good, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
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Structure Number: 320011, Location: 4 Mi N OF CR-132 (Lat: 30.448889, Lng: -82.932986), Route carried "under" structure: Interstate 75, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 35,500 (year 2020), Truck Traffic: 33%, Features Intersected: I-75 (SR-93), Facility Carried by Structure: US-129 (SR-51)
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 14.981, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.4m (80.1ft)
Structure Number: 320011, Location: 4 Mi N OF CR-132 (Lat: 30.448889, Lng: -82.932986), Route carried "under" structure: Interstate 75, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 35,500 (year 2020), Truck Traffic: 33%, Features Intersected: I-75 (SR-93), Facility Carried by Structure: US-129 (SR-51)
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 14.981, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.4m (80.1ft)
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Structure Number: 320032, Location: 5.5 MI.N.OF SUWANNEE RIV. (Lat: 30.408492, Lng: -82.891317), Route carried "under" structure: Interstate 75, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 35,000 (year 2020), Truck Traffic: 33%, Features Intersected: I-75 (SR-93), Facility Carried by Structure: CR-132
Minimum Vertical Clearance: 4.91m (16.11ft), Kilometerpoint: 8.908, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.9m (85.0ft)
Structure Number: 320032, Location: 5.5 MI.N.OF SUWANNEE RIV. (Lat: 30.408492, Lng: -82.891317), Route carried "under" structure: Interstate 75, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 35,000 (year 2020), Truck Traffic: 33%, Features Intersected: I-75 (SR-93), Facility Carried by Structure: CR-132
Minimum Vertical Clearance: 4.91m (16.11ft), Kilometerpoint: 8.908, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.9m (85.0ft)
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Structure Number: 320034, Location: 4.3 MI. N. OF US-129 (Lat: 30.482339, Lng: -82.992725), Route carried "under" structure: Interstate 75, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 35,500 (year 2020), Truck Traffic: 33%, Features Intersected: I-75 (SR-93), Facility Carried by Structure: CR-249
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 21.847, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.6m (70.9ft)
Structure Number: 320034, Location: 4.3 MI. N. OF US-129 (Lat: 30.482339, Lng: -82.992725), Route carried "under" structure: Interstate 75, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 35,500 (year 2020), Truck Traffic: 33%, Features Intersected: I-75 (SR-93), Facility Carried by Structure: CR-249
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 21.847, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.6m (70.9ft)