Bridge Statistics for Smiths-Salem, Alabama (AL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 30Number of bridges
- 161ft / 49.1mTotal length
- $17,488,000Total costs
- 75,134Total average daily traffic
- 9,327Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Smiths-Salem
- No street view available for this location
- New bridges - historical statistics
- 21920-1929
- 81950-1959
- 61960-1969
- 41970-1979
- 51980-1989
- 11990-1999
- 42000-2009
- Bridge Condition - Deck
- 47.8%Good
- 47.8%Satisfactory
- 4.3%Fair
- Bridge Condition - Superstructure
- 13.0%Very good
- 21.7%Good
- 43.5%Satisfactory
- 21.7%Fair
- Bridge Condition - Substructure
- 4.3%Very good
- 26.1%Good
- 60.9%Satisfactory
- 8.7%Fair
- Bridge Condition - Channel
- 62.1%Good
- 37.9%Satisfactory
- Bridge Condition - Culverts
- 66.7%Good
- 33.3%Satisfactory
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Structure Number: 431, Location: 0.2 M E CO RD 571 (Lat: 32.971339, Lng: -85.597239), Route carried "on" structure: County highway 118, Year Built: 1927, Status: Posted for load, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 35 (year 2008), Average Future Daily Traffic: 45 (year 2030), Features Intersected: CHATAHOSPEE CREEK, Facility Carried by Structure: SANDERS CEMET. RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.8m (19.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 5.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 4.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.54m (8.33ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: November 2020, Critical Feature Inspection Date: November 2021, Other Special Inspection Date: November 2021, Bridge Improvement Cost: $331,000, Roadway Improvement Cost: $33,000, Total Project Cost: $364,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 431, Location: 0.2 M E CO RD 571 (Lat: 32.971339, Lng: -85.597239), Route carried "on" structure: County highway 118, Year Built: 1927, Status: Posted for load, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 35 (year 2008), Average Future Daily Traffic: 45 (year 2030), Features Intersected: CHATAHOSPEE CREEK, Facility Carried by Structure: SANDERS CEMET. RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.8m (19.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 5.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 4.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.54m (8.33ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: November 2020, Critical Feature Inspection Date: November 2021, Other Special Inspection Date: November 2021, Bridge Improvement Cost: $331,000, Roadway Improvement Cost: $33,000, Total Project Cost: $364,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 1967, Location: SEC 9,T8N,R20E (Lat: 31.689342, Lng: -86.053181), Route carried "on" structure: County highway 21, Year Built: 1987, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 350 (year 2000), Truck Traffic: 6%, Average Future Daily Traffic: 400 (year 2035), Design Load: H 10, Features Intersected: OGLETREE BRANCH, Facility Carried by Structure: COUNTY ROAD 2290
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 52.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.26m (4.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $291,000, Roadway Improvement Cost: $29,000, Total Project Cost: $320,000 ( Estimate for 2022)
Structure Number: 1967, Location: SEC 9,T8N,R20E (Lat: 31.689342, Lng: -86.053181), Route carried "on" structure: County highway 21, Year Built: 1987, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 350 (year 2000), Truck Traffic: 6%, Average Future Daily Traffic: 400 (year 2035), Design Load: H 10, Features Intersected: OGLETREE BRANCH, Facility Carried by Structure: COUNTY ROAD 2290
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 52.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.26m (4.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $291,000, Roadway Improvement Cost: $29,000, Total Project Cost: $320,000 ( Estimate for 2022)
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Structure Number: 3715, Location: 0.5 MI SE LEE RD 179 (Lat: 32.546667, Lng: -85.156667), Route carried "on" structure: County highway 1246, Year Built: 1992, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 1,159 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 1,739 (year 2040), Features Intersected: WHITES CREEK, Facility Carried by Structure: Lee Road 246
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), 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: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 74.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.58m (5.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $383,000, Roadway Improvement Cost: $38,000, Total Project Cost: $421,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 3715, Location: 0.5 MI SE LEE RD 179 (Lat: 32.546667, Lng: -85.156667), Route carried "on" structure: County highway 1246, Year Built: 1992, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 1,159 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 1,739 (year 2040), Features Intersected: WHITES CREEK, Facility Carried by Structure: Lee Road 246
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), 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: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 74.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.58m (5.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $383,000, Roadway Improvement Cost: $38,000, Total Project Cost: $421,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 3865, Location: 2.2 MI NW JCT LEE RD 248 (Lat: 32.568472, Lng: -85.070333), Route carried "on" structure: County highway 1318, Year Built: 1950, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 490 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 735 (year 2040), Features Intersected: BRANCH, Facility Carried by Structure: Lee Road 318
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 64.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 45.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.38m (4.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $227,000, Roadway Improvement Cost: $23,000, Total Project Cost: $250,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 3865, Location: 2.2 MI NW JCT LEE RD 248 (Lat: 32.568472, Lng: -85.070333), Route carried "on" structure: County highway 1318, Year Built: 1950, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 490 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 735 (year 2040), Features Intersected: BRANCH, Facility Carried by Structure: Lee Road 318
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 64.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 45.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.38m (4.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $227,000, Roadway Improvement Cost: $23,000, Total Project Cost: $250,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 3866, Location: 3.1 MI N W JCT LEE RD 248 (Lat: 32.579594, Lng: -85.081611), Route carried "on" structure: County highway 1318, Year Built: 1950, Status: Posted for load, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 490 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 735 (year 2040), Features Intersected: TURKEN CREEK, Facility Carried by Structure: Lee Road 318
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 35.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 2.14m (7.02ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2020, Other Special Inspection Date: August 2021, Bridge Improvement Cost: $352,000, Roadway Improvement Cost: $35,000, Total Project Cost: $387,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3866, Location: 3.1 MI N W JCT LEE RD 248 (Lat: 32.579594, Lng: -85.081611), Route carried "on" structure: County highway 1318, Year Built: 1950, Status: Posted for load, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 490 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 735 (year 2040), Features Intersected: TURKEN CREEK, Facility Carried by Structure: Lee Road 318
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 35.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 2.14m (7.02ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2020, Other Special Inspection Date: August 2021, Bridge Improvement Cost: $352,000, Roadway Improvement Cost: $35,000, Total Project Cost: $387,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 431, Location: 1.0 MI S W JCT S 001 (Lat: 32.492842, Lng: -85.070278), Route carried "on" structure: County highway 1240, Year Built: 1952, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 5,706 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 8,559 (year 2040), Features Intersected: MILL CREEK, Facility Carried by Structure: Lee Road 240
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 42.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 28.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 1.58m (5.18ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2020, Other Special Inspection Date: August 2021, Bridge Improvement Cost: $260,000, Roadway Improvement Cost: $26,000, Total Project Cost: $286,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 431, Location: 1.0 MI S W JCT S 001 (Lat: 32.492842, Lng: -85.070278), Route carried "on" structure: County highway 1240, Year Built: 1952, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 5,706 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 8,559 (year 2040), Features Intersected: MILL CREEK, Facility Carried by Structure: Lee Road 240
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 42.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 28.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 1.58m (5.18ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2020, Other Special Inspection Date: August 2021, Bridge Improvement Cost: $260,000, Roadway Improvement Cost: $26,000, Total Project Cost: $286,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4416, Location: 1.5 MI N JCT S 001 (Lat: 32.625039, Lng: -85.246769), Route carried "on" structure: County highway 1183, Year Built: 1952, Status: Posted for load, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 703 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 1,055 (year 2040), Features Intersected: WACHOOCHEE CREEK, Facility Carried by Structure: Lee Road 183
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 37.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 23.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 1.48m (4.86ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: December 2020, Other Special Inspection Date: December 2021, Bridge Improvement Cost: $253,000, Roadway Improvement Cost: $25,000, Total Project Cost: $278,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4416, Location: 1.5 MI N JCT S 001 (Lat: 32.625039, Lng: -85.246769), Route carried "on" structure: County highway 1183, Year Built: 1952, Status: Posted for load, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 703 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 1,055 (year 2040), Features Intersected: WACHOOCHEE CREEK, Facility Carried by Structure: Lee Road 183
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 37.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 23.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 1.48m (4.86ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: December 2020, Other Special Inspection Date: December 2021, Bridge Improvement Cost: $253,000, Roadway Improvement Cost: $25,000, Total Project Cost: $278,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4427, Location: 0.5 MI N S 001 (Lat: 32.565622, Lng: -85.120008), Route carried "on" structure: County highway 1379, Year Built: 1952, Status: Posted for load, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 3,808 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 5,712 (year 2040), Features Intersected: TURKEY CREEK, Facility Carried by Structure: Lee Road 379
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 45.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 31.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 1.26m (4.13ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2020, Other Special Inspection Date: August 2021, Bridge Improvement Cost: $216,000, Roadway Improvement Cost: $22,000, Total Project Cost: $238,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4427, Location: 0.5 MI N S 001 (Lat: 32.565622, Lng: -85.120008), Route carried "on" structure: County highway 1379, Year Built: 1952, Status: Posted for load, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 3,808 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 5,712 (year 2040), Features Intersected: TURKEY CREEK, Facility Carried by Structure: Lee Road 379
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 45.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 31.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 1.26m (4.13ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2020, Other Special Inspection Date: August 2021, Bridge Improvement Cost: $216,000, Roadway Improvement Cost: $22,000, Total Project Cost: $238,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 443, Location: 1 MI S MECHANICSVILLE (Lat: 32.652597, Lng: -85.148578), Route carried "on" structure: County highway 1379, Year Built: 1952, Status: Posted for load, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 3,808 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 5,712 (year 2040), Features Intersected: MILL CREEK, Facility Carried by Structure: Lee Road 379
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 26.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior 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), Length Of Structure Improvement: 1.48m (4.86ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2020, Other Special Inspection Date: August 2021, Bridge Improvement Cost: $274,000, Roadway Improvement Cost: $27,000, Total Project Cost: $301,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 443, Location: 1 MI S MECHANICSVILLE (Lat: 32.652597, Lng: -85.148578), Route carried "on" structure: County highway 1379, Year Built: 1952, Status: Posted for load, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 3,808 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 5,712 (year 2040), Features Intersected: MILL CREEK, Facility Carried by Structure: Lee Road 379
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 26.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior 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), Length Of Structure Improvement: 1.48m (4.86ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2020, Other Special Inspection Date: August 2021, Bridge Improvement Cost: $274,000, Roadway Improvement Cost: $27,000, Total Project Cost: $301,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 467, Location: 1.5 MI NW JCT LEE RD 248 (Lat: 32.559275, Lng: -85.063261), Route carried "on" structure: County highway 1318, Year Built: 1953, Status: Open, Structure Length: 1.63m (5.35ft), Average Daily Traffic: 490 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 735 (year 2040), Features Intersected: ROCK CREEK, Facility Carried by Structure: Lee Road 318
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 65.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.4 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: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.32m (7.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $445,000, Roadway Improvement Cost: $45,000, Total Project Cost: $490,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 467, Location: 1.5 MI NW JCT LEE RD 248 (Lat: 32.559275, Lng: -85.063261), Route carried "on" structure: County highway 1318, Year Built: 1953, Status: Open, Structure Length: 1.63m (5.35ft), Average Daily Traffic: 490 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 735 (year 2040), Features Intersected: ROCK CREEK, Facility Carried by Structure: Lee Road 318
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 65.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.4 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: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.32m (7.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $445,000, Roadway Improvement Cost: $45,000, Total Project Cost: $490,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6348, Location: 2.5 MI NE JCT LEE RD 379 (Lat: 32.653333, Lng: -85.111667), Route carried "on" structure: County highway 1334, Year Built: 1958, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 267 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 401 (year 2040), Design Load: H 15, Features Intersected: MILL CREEK, Facility Carried by Structure: Lee Road 334
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 34.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $270,000, Roadway Improvement Cost: $27,000, Total Project Cost: $297,000 ( Estimate for 2022)
Structure Number: 6348, Location: 2.5 MI NE JCT LEE RD 379 (Lat: 32.653333, Lng: -85.111667), Route carried "on" structure: County highway 1334, Year Built: 1958, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 267 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 401 (year 2040), Design Load: H 15, Features Intersected: MILL CREEK, Facility Carried by Structure: Lee Road 334
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 34.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $270,000, Roadway Improvement Cost: $27,000, Total Project Cost: $297,000 ( Estimate for 2022)
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Structure Number: 6873, Location: 1.3 MI E JCT LEE RD 175 (Lat: 32.545911, Lng: -85.232008), Route carried "on" structure: County highway 1198, Year Built: 1960, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 58 (year 2020), Average Future Daily Traffic: 87 (year 2040), Features Intersected: STURKIE CREEK, Facility Carried by Structure: Lee Road 198
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 85.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 59.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.38m (4.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $160,000, Roadway Improvement Cost: $16,000, Total Project Cost: $176,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 6873, Location: 1.3 MI E JCT LEE RD 175 (Lat: 32.545911, Lng: -85.232008), Route carried "on" structure: County highway 1198, Year Built: 1960, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 58 (year 2020), Average Future Daily Traffic: 87 (year 2040), Features Intersected: STURKIE CREEK, Facility Carried by Structure: Lee Road 198
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 85.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 59.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.38m (4.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $160,000, Roadway Improvement Cost: $16,000, Total Project Cost: $176,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 7741, Location: 0.3 MI N RUSSELL CO (Lat: 32.474386, Lng: -85.108822), Route carried "on" structure: County highway 1208, Year Built: 1962, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 4,070 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 6,105 (year 2040), Features Intersected: BRANCH, Facility Carried by Structure: Lee Road 208
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 63.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.1 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $314,000, Roadway Improvement Cost: $31,000, Total Project Cost: $345,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 7741, Location: 0.3 MI N RUSSELL CO (Lat: 32.474386, Lng: -85.108822), Route carried "on" structure: County highway 1208, Year Built: 1962, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 4,070 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 6,105 (year 2040), Features Intersected: BRANCH, Facility Carried by Structure: Lee Road 208
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 63.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.1 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $314,000, Roadway Improvement Cost: $31,000, Total Project Cost: $345,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 7742, Location: 0.6 MI N RUSSELL CO (Lat: 32.476919, Lng: -85.112136), Route carried "on" structure: County highway 1208, Year Built: 1962, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 4,070 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 6,105 (year 2040), Features Intersected: BRANCH, Facility Carried by Structure: Lee Road 208
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 63.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.1 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.84m (6.04ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $315,000, Roadway Improvement Cost: $32,000, Total Project Cost: $347,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 7742, Location: 0.6 MI N RUSSELL CO (Lat: 32.476919, Lng: -85.112136), Route carried "on" structure: County highway 1208, Year Built: 1962, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 4,070 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 6,105 (year 2040), Features Intersected: BRANCH, Facility Carried by Structure: Lee Road 208
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 63.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.1 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.84m (6.04ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $315,000, Roadway Improvement Cost: $32,000, Total Project Cost: $347,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 8795, Location: 0.3 MI N RUSSELL CO (Lat: 32.511667, Lng: -85.048333), Route carried "on" structure: County highway 1427, Year Built: 1965, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 5,893 (year 2020), Truck Traffic: 49%, Average Future Daily Traffic: 8,840 (year 2040), Design Load: H 15, Features Intersected: HOLLAND CREEK, Facility Carried by Structure: Lee Road 427
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 39.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.68m (5.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $398,000, Roadway Improvement Cost: $40,000, Total Project Cost: $438,000 ( Estimate for 2022)
Structure Number: 8795, Location: 0.3 MI N RUSSELL CO (Lat: 32.511667, Lng: -85.048333), Route carried "on" structure: County highway 1427, Year Built: 1965, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 5,893 (year 2020), Truck Traffic: 49%, Average Future Daily Traffic: 8,840 (year 2040), Design Load: H 15, Features Intersected: HOLLAND CREEK, Facility Carried by Structure: Lee Road 427
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 39.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.68m (5.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $398,000, Roadway Improvement Cost: $40,000, Total Project Cost: $438,000 ( Estimate for 2022)
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Structure Number: 9027, Location: 0.5 MI W JCT LEE RD 179 (Lat: 32.522211, Lng: -85.179603), Route carried "on" structure: County highway 1245, Year Built: 1966, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 20 (year 2020), Average Future Daily Traffic: 30 (year 2040), Features Intersected: PETERS CREEK, Facility Carried by Structure: Lee Road 245
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 5.8m (19.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $159,000, Roadway Improvement Cost: $16,000, Total Project Cost: $175,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 9027, Location: 0.5 MI W JCT LEE RD 179 (Lat: 32.522211, Lng: -85.179603), Route carried "on" structure: County highway 1245, Year Built: 1966, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 20 (year 2020), Average Future Daily Traffic: 30 (year 2040), Features Intersected: PETERS CREEK, Facility Carried by Structure: Lee Road 245
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 5.8m (19.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $159,000, Roadway Improvement Cost: $16,000, Total Project Cost: $175,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 9568, Location: 1.0 MI N W JCT S 001 (Lat: 32.603147, Lng: -85.199194), Route carried "on" structure: County highway 1252, Year Built: 1968, Status: Posted for load, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 213 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 320 (year 2040), Features Intersected: WACOOCHEE BRANCH, Facility Carried by Structure: Lee Road 252
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 37.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: December 2020, Other Special Inspection Date: December 2021, Bridge Improvement Cost: $192,000, Roadway Improvement Cost: $19,000, Total Project Cost: $211,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 9568, Location: 1.0 MI N W JCT S 001 (Lat: 32.603147, Lng: -85.199194), Route carried "on" structure: County highway 1252, Year Built: 1968, Status: Posted for load, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 213 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 320 (year 2040), Features Intersected: WACOOCHEE BRANCH, Facility Carried by Structure: Lee Road 252
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 37.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: December 2020, Other Special Inspection Date: December 2021, Bridge Improvement Cost: $192,000, Roadway Improvement Cost: $19,000, Total Project Cost: $211,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 10993, Location: 1.5 MI SE JCT LEE RD 239 (Lat: 32.473231, Lng: -85.142211), Route carried "on" structure: County highway 1207, Year Built: 1973, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 328 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 492 (year 2040), Design Load: H 15, Features Intersected: HOSPILIKA CREEK, Facility Carried by Structure: Lee Road 207
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 46.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 30.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 3.81m (12.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $706,000, Roadway Improvement Cost: $71,000, Total Project Cost: $777,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 10993, Location: 1.5 MI SE JCT LEE RD 239 (Lat: 32.473231, Lng: -85.142211), Route carried "on" structure: County highway 1207, Year Built: 1973, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 328 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 492 (year 2040), Design Load: H 15, Features Intersected: HOSPILIKA CREEK, Facility Carried by Structure: Lee Road 207
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 46.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 30.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 3.81m (12.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $706,000, Roadway Improvement Cost: $71,000, Total Project Cost: $777,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 11266, Location: 1 MI E JCT LEE RD 239 (Lat: 32.518333, Lng: -85.133333), Route carried "on" structure: County highway 1242, Year Built: 1974, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 914 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 1,371 (year 2040), Design Load: H 15, Features Intersected: HOSPILIKA CREEK, Facility Carried by Structure: Lee Road 242
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 80.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 80.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.77m (5.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $697,000, Roadway Improvement Cost: $70,000, Total Project Cost: $767,000 ( Estimate for 2022)
Structure Number: 11266, Location: 1 MI E JCT LEE RD 239 (Lat: 32.518333, Lng: -85.133333), Route carried "on" structure: County highway 1242, Year Built: 1974, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 914 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 1,371 (year 2040), Design Load: H 15, Features Intersected: HOSPILIKA CREEK, Facility Carried by Structure: Lee Road 242
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 80.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 80.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.77m (5.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $697,000, Roadway Improvement Cost: $70,000, Total Project Cost: $767,000 ( Estimate for 2022)
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Structure Number: 11594, Location: 0.7 MI N RUSSELL CO. LINE (Lat: 32.500000, Lng: -85.050000), Route carried "on" structure: US 431, Year Built: 1976, Status: Open, Structure Length: 1.05m (3.44ft), Average Daily Traffic: 20,410 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 26,426 (year 2033), Design Load: HS 20, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 189.322, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.2m (17.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 78.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.73m (5.68ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $2,413,000, Roadway Improvement Cost: $241,000, Total Project Cost: $2,654,000 ( Estimate for 2022)
Structure Number: 11594, Location: 0.7 MI N RUSSELL CO. LINE (Lat: 32.500000, Lng: -85.050000), Route carried "on" structure: US 431, Year Built: 1976, Status: Open, Structure Length: 1.05m (3.44ft), Average Daily Traffic: 20,410 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 26,426 (year 2033), Design Load: HS 20, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 189.322, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.2m (17.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 78.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.73m (5.68ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $2,413,000, Roadway Improvement Cost: $241,000, Total Project Cost: $2,654,000 ( Estimate for 2022)
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Structure Number: 12475, Location: 2.5 MI S SALEM (Lat: 32.567664, Lng: -85.246719), Route carried "on" structure: County highway 1175, Year Built: 1981, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 669 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 1,004 (year 2040), Design Load: HS 15, Features Intersected: STURKIE CREEK, Facility Carried by Structure: Lee Road 175
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 45.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 26.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.44m (8.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $435,000, Roadway Improvement Cost: $44,000, Total Project Cost: $479,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 12475, Location: 2.5 MI S SALEM (Lat: 32.567664, Lng: -85.246719), Route carried "on" structure: County highway 1175, Year Built: 1981, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 669 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 1,004 (year 2040), Design Load: HS 15, Features Intersected: STURKIE CREEK, Facility Carried by Structure: Lee Road 175
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 45.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 26.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.44m (8.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $435,000, Roadway Improvement Cost: $44,000, Total Project Cost: $479,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 12863, Location: MOFFITS MILL (Lat: 32.509703, Lng: -85.184733), Route carried "on" structure: County highway 1240, Year Built: 1985, Status: Open, Structure Length: 4.42m (14.50ft), Average Daily Traffic: 2,431 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 3,647 (year 2040), Design Load: HS 20, Features Intersected: UCHEE CREEK, Facility Carried by Structure: Lee Road 240
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 19.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.41m (17.75ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $1,334,000, Roadway Improvement Cost: $133,000, Total Project Cost: $1,467,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 12863, Location: MOFFITS MILL (Lat: 32.509703, Lng: -85.184733), Route carried "on" structure: County highway 1240, Year Built: 1985, Status: Open, Structure Length: 4.42m (14.50ft), Average Daily Traffic: 2,431 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 3,647 (year 2040), Design Load: HS 20, Features Intersected: UCHEE CREEK, Facility Carried by Structure: Lee Road 240
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 19.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.41m (17.75ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $1,334,000, Roadway Improvement Cost: $133,000, Total Project Cost: $1,467,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 12897, Location: 0.3 MI. N. JCT LEE RD 427 (Lat: 32.512811, Lng: -85.053186), Route carried "on" structure: County highway 1307, Year Built: 1983, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 543 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 815 (year 2040), Design Load: H 15, Features Intersected: HOLLAND CREEK, Facility Carried by Structure: Lee Road 307
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 32.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 21.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 1.58m (5.18ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: December 2020, Other Special Inspection Date: December 2021, Bridge Improvement Cost: $260,000, Roadway Improvement Cost: $26,000, Total Project Cost: $286,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 12897, Location: 0.3 MI. N. JCT LEE RD 427 (Lat: 32.512811, Lng: -85.053186), Route carried "on" structure: County highway 1307, Year Built: 1983, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 543 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 815 (year 2040), Design Load: H 15, Features Intersected: HOLLAND CREEK, Facility Carried by Structure: Lee Road 307
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 32.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 21.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 1.58m (5.18ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: December 2020, Other Special Inspection Date: December 2021, Bridge Improvement Cost: $260,000, Roadway Improvement Cost: $26,000, Total Project Cost: $286,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 12898, Location: 0.4 MI. N JCT LEE RD 427 (Lat: 32.513986, Lng: -85.053186), Route carried "on" structure: County highway 1307, Year Built: 1983, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 543 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 815 (year 2040), Design Load: H 15, Features Intersected: HOLLAND CREEK, Facility Carried by Structure: Lee Road 307
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 36.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 1.58m (5.18ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: December 2020, Other Special Inspection Date: December 2021, Bridge Improvement Cost: $260,000, Roadway Improvement Cost: $26,000, Total Project Cost: $286,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 12898, Location: 0.4 MI. N JCT LEE RD 427 (Lat: 32.513986, Lng: -85.053186), Route carried "on" structure: County highway 1307, Year Built: 1983, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 543 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 815 (year 2040), Design Load: H 15, Features Intersected: HOLLAND CREEK, Facility Carried by Structure: Lee Road 307
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 36.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 1.58m (5.18ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: December 2020, Other Special Inspection Date: December 2021, Bridge Improvement Cost: $260,000, Roadway Improvement Cost: $26,000, Total Project Cost: $286,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 15307, Location: 1.0 MI W JCT LEE RD 208 (Lat: 32.486036, Lng: -85.133969), Route carried "on" structure: County highway 1197, Year Built: 1970, Year Reconstructed: 1991, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 3,023 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 4,535 (year 2040), Design Load: H 15, Features Intersected: HOSPILIKA CREEK, Facility Carried by Structure: Lee Road 197
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 46.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 30.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.15m (10.33ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $584,000, Roadway Improvement Cost: $58,000, Total Project Cost: $642,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 15307, Location: 1.0 MI W JCT LEE RD 208 (Lat: 32.486036, Lng: -85.133969), Route carried "on" structure: County highway 1197, Year Built: 1970, Year Reconstructed: 1991, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 3,023 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 4,535 (year 2040), Design Load: H 15, Features Intersected: HOSPILIKA CREEK, Facility Carried by Structure: Lee Road 197
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 46.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 30.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.15m (10.33ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $584,000, Roadway Improvement Cost: $58,000, Total Project Cost: $642,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 18474, Location: 1.0 MI S POWLEDGE (Lat: 32.616433, Lng: -85.150514), Route carried "on" structure: County highway 1279, Year Built: 2002, Status: Open, Structure Length: 5.64m (18.50ft), Average Daily Traffic: 482 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 723 (year 2040), Design Load: HS 20, Features Intersected: WACOOCHEE CREEK, Facility Carried by Structure: Lee Road 279
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 69.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.6 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: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 6.67m (21.88ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $1,373,000, Roadway Improvement Cost: $137,000, Total Project Cost: $1,510,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 18474, Location: 1.0 MI S POWLEDGE (Lat: 32.616433, Lng: -85.150514), Route carried "on" structure: County highway 1279, Year Built: 2002, Status: Open, Structure Length: 5.64m (18.50ft), Average Daily Traffic: 482 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 723 (year 2040), Design Load: HS 20, Features Intersected: WACOOCHEE CREEK, Facility Carried by Structure: Lee Road 279
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 69.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.6 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: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 6.67m (21.88ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $1,373,000, Roadway Improvement Cost: $137,000, Total Project Cost: $1,510,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 18857, Location: 1 MI N.E JCT S 001 (Lat: 32.605661, Lng: -85.216597), Route carried "on" structure: County highway 1254, Year Built: 2003, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 675 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 1,013 (year 2040), Design Load: HS 20, Features Intersected: WACOOCHEE CREEK, Facility Carried by Structure: Lee Road 254
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.1 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.58m (15.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $942,000, Roadway Improvement Cost: $94,000, Total Project Cost: $1,036,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 18857, Location: 1 MI N.E JCT S 001 (Lat: 32.605661, Lng: -85.216597), Route carried "on" structure: County highway 1254, Year Built: 2003, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 675 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 1,013 (year 2040), Design Load: HS 20, Features Intersected: WACOOCHEE CREEK, Facility Carried by Structure: Lee Road 254
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.1 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.58m (15.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $942,000, Roadway Improvement Cost: $94,000, Total Project Cost: $1,036,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 19122, Location: 0.5 MI E. MEADOWS X-ROADS (Lat: 32.507961, Lng: -85.166622), Route carried "on" structure: County highway 1240, Year Built: 2005, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 3,710 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 5,565 (year 2040), Design Load: HS 20, Features Intersected: WHITES CREEK, Facility Carried by Structure: Lee Road 240
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 61.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.0 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.24m (17.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $1,078,000, Roadway Improvement Cost: $108,000, Total Project Cost: $1,186,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 19122, Location: 0.5 MI E. MEADOWS X-ROADS (Lat: 32.507961, Lng: -85.166622), Route carried "on" structure: County highway 1240, Year Built: 2005, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 3,710 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 5,565 (year 2040), Design Load: HS 20, Features Intersected: WHITES CREEK, Facility Carried by Structure: Lee Road 240
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 61.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.0 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.24m (17.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $1,078,000, Roadway Improvement Cost: $108,000, Total Project Cost: $1,186,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1967, Location: 1 MI E JCT LEE ROAD 239 (Lat: 32.500528, Lng: -85.135331), Route carried "on" structure: County highway 1240, Year Built: 2006, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 5,934 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 8,901 (year 2040), Design Load: HS 20, Features Intersected: HOSPILIKA CREEK, Facility Carried by Structure: Lee Road 240
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.75m (15.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $976,000, Roadway Improvement Cost: $98,000, Total Project Cost: $1,074,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1967, Location: 1 MI E JCT LEE ROAD 239 (Lat: 32.500528, Lng: -85.135331), Route carried "on" structure: County highway 1240, Year Built: 2006, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 5,934 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 8,901 (year 2040), Design Load: HS 20, Features Intersected: HOSPILIKA CREEK, Facility Carried by Structure: Lee Road 240
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.75m (15.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $976,000, Roadway Improvement Cost: $98,000, Total Project Cost: $1,074,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 566, Location: 4.4 MI N RUSSELL CO LINE (Lat: 32.545000, Lng: -85.111667), Route carried "under" structure: County highway 430, Year Built: 1928, Structure Length: 0. m, Average Daily Traffic: 3,842 (year 2014), Truck Traffic: 10%, Features Intersected: Lee Road 430, Facility Carried by Structure: RAILROAD
Minimum Vertical Clearance: 4.06m (13.32ft), Kilometerpoint: 124.529, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Tee Beam, Length of Maximum Span: 7.9m (25.9ft)
Structure Number: 566, Location: 4.4 MI N RUSSELL CO LINE (Lat: 32.545000, Lng: -85.111667), Route carried "under" structure: County highway 430, Year Built: 1928, Structure Length: 0. m, Average Daily Traffic: 3,842 (year 2014), Truck Traffic: 10%, Features Intersected: Lee Road 430, Facility Carried by Structure: RAILROAD
Minimum Vertical Clearance: 4.06m (13.32ft), Kilometerpoint: 124.529, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Tee Beam, Length of Maximum Span: 7.9m (25.9ft)