Bridge Statistics for Beauregard-Marvyn, Alabama (AL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 22Number of bridges
- 167ft / 51.2mTotal length
- $15,124,000Total costs
- 19,256Total average daily traffic
- 1,488Total average daily truck traffic
- 28,659Total future (year 2033) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Beauregard-Marvyn
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 21940-1949
- 71950-1959
- 11960-1969
- 11980-1989
- 31990-1999
- 22000-2009
- 52010-2019
- Bridge Condition - Deck
- 27.8%Very good
- 27.8%Good
- 16.7%Satisfactory
- 27.8%Fair
- Bridge Condition - Superstructure
- 5.6%Excellent
- 22.2%Very good
- 16.7%Good
- 38.9%Satisfactory
- 16.7%Fair
- Bridge Condition - Substructure
- 5.6%Excellent
- 11.1%Very good
- 33.3%Good
- 33.3%Satisfactory
- 16.7%Fair
- Bridge Condition - Channel
- 86.4%Good
- 13.6%Satisfactory
- Bridge Condition - Culverts
- 25.0%Very good
- 50.0%Good
- 25.0%Satisfactory
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Structure Number: 1968, Location: 2.6 MI.N.OF FURMAN (Lat: 31.995300, Lng: -86.929728), Route carried "on" structure: State highway 21, Year Built: 1939, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 900 (year 2013), Truck Traffic: 14%, Average Future Daily Traffic: 1,122 (year 2033), Design Load: H 15, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 149.848, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 56.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.0 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: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $225,000, Roadway Improvement Cost: $23,000, Total Project Cost: $248,000 ( Estimate for 2022)
Structure Number: 1968, Location: 2.6 MI.N.OF FURMAN (Lat: 31.995300, Lng: -86.929728), Route carried "on" structure: State highway 21, Year Built: 1939, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 900 (year 2013), Truck Traffic: 14%, Average Future Daily Traffic: 1,122 (year 2033), Design Load: H 15, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 149.848, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 56.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.0 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: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $225,000, Roadway Improvement Cost: $23,000, Total Project Cost: $248,000 ( Estimate for 2022)
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Structure Number: 3253, Location: 0.5 MI S JCT LEE RD 146 (Lat: 32.565000, Lng: -85.418333), Route carried "on" structure: County highway 1054, Year Built: 1948, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 4,282 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 6,423 (year 2040), Design Load: H 15, Features Intersected: NASH CREEK, Facility Carried by Structure: Lee Road 54
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: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 71.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 68.3 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 desirable criteria, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $363,000, Roadway Improvement Cost: $36,000, Total Project Cost: $399,000 ( Estimate for 2022)
Structure Number: 3253, Location: 0.5 MI S JCT LEE RD 146 (Lat: 32.565000, Lng: -85.418333), Route carried "on" structure: County highway 1054, Year Built: 1948, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 4,282 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 6,423 (year 2040), Design Load: H 15, Features Intersected: NASH CREEK, Facility Carried by Structure: Lee Road 54
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: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 71.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 68.3 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 desirable criteria, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $363,000, Roadway Improvement Cost: $36,000, Total Project Cost: $399,000 ( Estimate for 2022)
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Structure Number: 3309, Location: 1 MI N JCT S 169 (Lat: 32.528561, Lng: -85.254325), Route carried "on" structure: County highway 1175, Year Built: 1948, Status: Posted for load, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 669 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 1,004 (year 2040), Features Intersected: UCHEE 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: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 34.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.0 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: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 4.17m (13.68ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: November 2020, Other Special Inspection Date: November 2021, Bridge Improvement Cost: $600,000, Roadway Improvement Cost: $60,000, Total Project Cost: $660,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 3309, Location: 1 MI N JCT S 169 (Lat: 32.528561, Lng: -85.254325), Route carried "on" structure: County highway 1175, Year Built: 1948, Status: Posted for load, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 669 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 1,004 (year 2040), Features Intersected: UCHEE 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: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 34.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.0 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: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 4.17m (13.68ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: November 2020, Other Special Inspection Date: November 2021, Bridge Improvement Cost: $600,000, Roadway Improvement Cost: $60,000, Total Project Cost: $660,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 3645, Location: 1.5 MI E JCT LEE RD 165 (Lat: 32.483900, Lng: -85.292869), Route carried "on" structure: County highway 1126, Year Built: 1950, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 286 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 429 (year 2040), Features Intersected: BRUSH CREEK, Facility Carried by Structure: Lee Road 126
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: 7.6m (24.9ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.5 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: 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: 1.41m (4.63ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2020, Other Special Inspection Date: October 2021, Bridge Improvement Cost: $241,000, Roadway Improvement Cost: $24,000, Total Project Cost: $265,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 3645, Location: 1.5 MI E JCT LEE RD 165 (Lat: 32.483900, Lng: -85.292869), Route carried "on" structure: County highway 1126, Year Built: 1950, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 286 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 429 (year 2040), Features Intersected: BRUSH CREEK, Facility Carried by Structure: Lee Road 126
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: 7.6m (24.9ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.5 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: 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: 1.41m (4.63ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2020, Other Special Inspection Date: October 2021, Bridge Improvement Cost: $241,000, Roadway Improvement Cost: $24,000, Total Project Cost: $265,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 3664, Location: 1 MI. E PRINCE X RD (Lat: 32.514406, Lng: -85.204019), Route carried "on" structure: County highway 1240, Year Built: 1950, Status: Posted for load, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 2,484 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 3,726 (year 2040), Features Intersected: BRANCH, Facility Carried by Structure: Lee Road 240
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 25.3 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: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 1.44m (4.72ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: November 2020, Other Special Inspection Date: November 2021, Bridge Improvement Cost: $257,000, Roadway Improvement Cost: $26,000, Total Project Cost: $283,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3664, Location: 1 MI. E PRINCE X RD (Lat: 32.514406, Lng: -85.204019), Route carried "on" structure: County highway 1240, Year Built: 1950, Status: Posted for load, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 2,484 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 3,726 (year 2040), Features Intersected: BRANCH, Facility Carried by Structure: Lee Road 240
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 25.3 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: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 1.44m (4.72ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: November 2020, Other Special Inspection Date: November 2021, Bridge Improvement Cost: $257,000, Roadway Improvement Cost: $26,000, Total Project Cost: $283,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4259, Location: 0.6 MI W JCT S 051 (Lat: 32.470408, Lng: -85.377744), Route carried "on" structure: County highway 1039, Year Built: 1952, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 239 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 359 (year 2040), Design Load: H 15, Features Intersected: WATOOLA CREEK, Facility Carried by Structure: Lee Road 39
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: 7.4m (24.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 46.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 1.41m (4.63ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2020, Other Special Inspection Date: October 2021, Bridge Improvement Cost: $232,000, Roadway Improvement Cost: $23,000, Total Project Cost: $255,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 4259, Location: 0.6 MI W JCT S 051 (Lat: 32.470408, Lng: -85.377744), Route carried "on" structure: County highway 1039, Year Built: 1952, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 239 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 359 (year 2040), Design Load: H 15, Features Intersected: WATOOLA CREEK, Facility Carried by Structure: Lee Road 39
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: 7.4m (24.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 46.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 1.41m (4.63ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2020, Other Special Inspection Date: October 2021, Bridge Improvement Cost: $232,000, Roadway Improvement Cost: $23,000, Total Project Cost: $255,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 4749, Location: 1.0 MI W JCT LEE RD 166 (Lat: 32.470731, Lng: -85.350539), Route carried "on" structure: County highway 1100, Year Built: 1954, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 132 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 198 (year 2040), Features Intersected: WATULA CREEK, Facility Carried by Structure: Lee Road 100
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: 9.1m (29.9ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 37.1 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: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.58m (5.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $228,000, Roadway Improvement Cost: $23,000, Total Project Cost: $251,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 4749, Location: 1.0 MI W JCT LEE RD 166 (Lat: 32.470731, Lng: -85.350539), Route carried "on" structure: County highway 1100, Year Built: 1954, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 132 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 198 (year 2040), Features Intersected: WATULA CREEK, Facility Carried by Structure: Lee Road 100
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: 9.1m (29.9ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 37.1 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: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.58m (5.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $228,000, Roadway Improvement Cost: $23,000, Total Project Cost: $251,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 5051, Location: 1.0 MI N JCT LEE RD 157 (Lat: 32.494508, Lng: -85.421344), Route carried "on" structure: County highway 1029, Year Built: 1955, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 120 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 180 (year 2040), Features Intersected: COSSEY BRANCH, Facility Carried by Structure: Lee Road 29
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: 3, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.30m (7.55ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $363,000, Roadway Improvement Cost: $36,000, Total Project Cost: $399,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 5051, Location: 1.0 MI N JCT LEE RD 157 (Lat: 32.494508, Lng: -85.421344), Route carried "on" structure: County highway 1029, Year Built: 1955, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 120 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 180 (year 2040), Features Intersected: COSSEY BRANCH, Facility Carried by Structure: Lee Road 29
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: 3, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.30m (7.55ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $363,000, Roadway Improvement Cost: $36,000, Total Project Cost: $399,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 6135, Location: 0.3 MI W JCT S 169 (Lat: 32.527908, Lng: -85.270808), Route carried "on" structure: County highway 1138, Year Built: 1958, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 72 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 108 (year 2040), Features Intersected: FLAKE CREEK, Facility Carried by Structure: Lee Road 138
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), 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: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, 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: 1.38m (4.53ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2020, Other Special Inspection Date: October 2021, 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: 6135, Location: 0.3 MI W JCT S 169 (Lat: 32.527908, Lng: -85.270808), Route carried "on" structure: County highway 1138, Year Built: 1958, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 72 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 108 (year 2040), Features Intersected: FLAKE CREEK, Facility Carried by Structure: Lee Road 138
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), 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: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, 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: 1.38m (4.53ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2020, Other Special Inspection Date: October 2021, 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: 9026, Location: 0.5 MI SE JCT LEE RD 401 (Lat: 32.509389, Lng: -85.298750), Route carried "on" structure: County highway 1124, Year Built: 1966, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 265 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 398 (year 2040), Features Intersected: BRUSH CREEK, Facility Carried by Structure: Lee Road 124
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: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 29.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 19.3 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, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 1.41m (4.63ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2020, Other Special Inspection Date: October 2021, Bridge Improvement Cost: $232,000, Roadway Improvement Cost: $23,000, Total Project Cost: $255,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 9026, Location: 0.5 MI SE JCT LEE RD 401 (Lat: 32.509389, Lng: -85.298750), Route carried "on" structure: County highway 1124, Year Built: 1966, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 265 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 398 (year 2040), Features Intersected: BRUSH CREEK, Facility Carried by Structure: Lee Road 124
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: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 29.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 19.3 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, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 1.41m (4.63ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2020, Other Special Inspection Date: October 2021, Bridge Improvement Cost: $232,000, Roadway Improvement Cost: $23,000, Total Project Cost: $255,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1357, Location: 1 MI SE JCT LEE RD 146 (Lat: 32.552022, Lng: -85.394528), Route carried "on" structure: County highway 1112, Year Built: 1985, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 2,303 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 3,455 (year 2040), Design Load: HS 20, Features Intersected: CHEWACLA CREEK, Facility Carried by Structure: Lee Road 112
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: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 68.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 37.5 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 desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $815,000, Roadway Improvement Cost: $82,000, Total Project Cost: $897,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 1357, Location: 1 MI SE JCT LEE RD 146 (Lat: 32.552022, Lng: -85.394528), Route carried "on" structure: County highway 1112, Year Built: 1985, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 2,303 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 3,455 (year 2040), Design Load: HS 20, Features Intersected: CHEWACLA CREEK, Facility Carried by Structure: Lee Road 112
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: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 68.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 37.5 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 desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $815,000, Roadway Improvement Cost: $82,000, Total Project Cost: $897,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 14723, Location: 1 MI S JCT S 169 (Lat: 32.537994, Lng: -85.292825), Route carried "on" structure: County highway 1136, Year Built: 1958, Year Reconstructed: 1989, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 360 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 540 (year 2040), Design Load: H 15, Features Intersected: FLAKE CREEK, Facility Carried by Structure: Lee Road 136
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: 3, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 46.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 30.2 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: Equal to present minimum criteria, Length Of Structure Improvement: 2.44m (8.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $452,000, Roadway Improvement Cost: $45,000, Total Project Cost: $497,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 14723, Location: 1 MI S JCT S 169 (Lat: 32.537994, Lng: -85.292825), Route carried "on" structure: County highway 1136, Year Built: 1958, Year Reconstructed: 1989, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 360 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 540 (year 2040), Design Load: H 15, Features Intersected: FLAKE CREEK, Facility Carried by Structure: Lee Road 136
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: 3, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 46.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 30.2 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: Equal to present minimum criteria, Length Of Structure Improvement: 2.44m (8.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $452,000, Roadway Improvement Cost: $45,000, Total Project Cost: $497,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 15311, Location: 0.2 MI N MACON CO (Lat: 32.499375, Lng: -85.475094), Route carried "on" structure: County highway 1159, Year Built: 1991, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 701 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 1,051 (year 2040), Design Load: HS 20, Features Intersected: COSSEY BRANCH, Facility Carried by Structure: Lee Road 159
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: 10.4m (34.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 51.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 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: 6.20m (20.34ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $1,276,000, Roadway Improvement Cost: $128,000, Total Project Cost: $1,404,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 15311, Location: 0.2 MI N MACON CO (Lat: 32.499375, Lng: -85.475094), Route carried "on" structure: County highway 1159, Year Built: 1991, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 701 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 1,051 (year 2040), Design Load: HS 20, Features Intersected: COSSEY BRANCH, Facility Carried by Structure: Lee Road 159
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: 10.4m (34.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 51.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 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: 6.20m (20.34ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $1,276,000, Roadway Improvement Cost: $128,000, Total Project Cost: $1,404,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 17187, Location: 0.5 MILES E JCT U.S.169 S (Lat: 32.561628, Lng: -85.292208), Route carried "on" structure: County highway 145, Year Built: 1998, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 385 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 578 (year 2040), Design Load: HS 20, Features Intersected: LITTLE UCHEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.6m (31.5ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.12m (16.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $1,158,000, Roadway Improvement Cost: $116,000, Total Project Cost: $1,274,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 17187, Location: 0.5 MILES E JCT U.S.169 S (Lat: 32.561628, Lng: -85.292208), Route carried "on" structure: County highway 145, Year Built: 1998, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 385 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 578 (year 2040), Design Load: HS 20, Features Intersected: LITTLE UCHEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.6m (31.5ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.12m (16.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $1,158,000, Roadway Improvement Cost: $116,000, Total Project Cost: $1,274,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 17188, Location: 1.0 MI E JCT LEE ROAD 170 (Lat: 32.476667, Lng: -85.256667), Route carried "on" structure: County highway 1129, Year Built: 1998, Status: Open, Structure Length: 1.51m (4.95ft), Average Daily Traffic: 274 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 411 (year 2040), Design Load: HS 20, Features Intersected: MARINGO CREEK, Facility Carried by Structure: Lee Road 129
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.2m (23.6ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.6m (11.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.19m (7.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $530,000, Roadway Improvement Cost: $53,000, Total Project Cost: $583,000 ( Estimate for 2022)
Structure Number: 17188, Location: 1.0 MI E JCT LEE ROAD 170 (Lat: 32.476667, Lng: -85.256667), Route carried "on" structure: County highway 1129, Year Built: 1998, Status: Open, Structure Length: 1.51m (4.95ft), Average Daily Traffic: 274 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 411 (year 2040), Design Load: HS 20, Features Intersected: MARINGO CREEK, Facility Carried by Structure: Lee Road 129
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.2m (23.6ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.6m (11.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.19m (7.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $530,000, Roadway Improvement Cost: $53,000, Total Project Cost: $583,000 ( Estimate for 2022)
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Structure Number: 18755, Location: 1.2 MILES EAST AL 051 (Lat: 32.494661, Lng: -85.356125), Route carried "on" structure: County highway 1044, Year Built: 2003, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 940 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,410 (year 2040), Design Load: HS 20, Features Intersected: WATULA CREEK, Facility Carried by Structure: Lee Road 044
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: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.2 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: Superior to present desirable criteria, Length Of Structure Improvement: 4.58m (15.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 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: 18755, Location: 1.2 MILES EAST AL 051 (Lat: 32.494661, Lng: -85.356125), Route carried "on" structure: County highway 1044, Year Built: 2003, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 940 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,410 (year 2040), Design Load: HS 20, Features Intersected: WATULA CREEK, Facility Carried by Structure: Lee Road 044
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: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.2 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: Superior to present desirable criteria, Length Of Structure Improvement: 4.58m (15.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 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: 1968, Location: 0.2 MI N JCT S.169 (Lat: 32.526253, Lng: -85.264250), Route carried "on" structure: County highway 1140, Year Built: 2007, Status: Open, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 370 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 555 (year 2040), Design Load: HS 20, Features Intersected: LITTLE UCHEE CREEK, Facility Carried by Structure: Lee Road 140
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: 3, Length of Maximum Span: 16.8m (55.1ft), 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: 75.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 6.05m (19.85ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $1,244,000, Roadway Improvement Cost: $124,000, Total Project Cost: $1,368,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1968, Location: 0.2 MI N JCT S.169 (Lat: 32.526253, Lng: -85.264250), Route carried "on" structure: County highway 1140, Year Built: 2007, Status: Open, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 370 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 555 (year 2040), Design Load: HS 20, Features Intersected: LITTLE UCHEE CREEK, Facility Carried by Structure: Lee Road 140
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: 3, Length of Maximum Span: 16.8m (55.1ft), 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: 75.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 6.05m (19.85ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $1,244,000, Roadway Improvement Cost: $124,000, Total Project Cost: $1,368,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 20509, Location: 2 MI S JCT LEE ROAD 146 (Lat: 32.554911, Lng: -85.426011), Route carried "on" structure: County highway 1054, Year Built: 2013, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 2,817 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 4,226 (year 2041), Design Load: HS 20, Features Intersected: CHEWACLA CREEK, Facility Carried by Structure: Lee Road 54
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: 25.9m (85.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 72.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.3 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: Better than present minimum criteria, Length Of Structure Improvement: 5.73m (18.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $1,257,000, Roadway Improvement Cost: $126,000, Total Project Cost: $1,383,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 20509, Location: 2 MI S JCT LEE ROAD 146 (Lat: 32.554911, Lng: -85.426011), Route carried "on" structure: County highway 1054, Year Built: 2013, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 2,817 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 4,226 (year 2041), Design Load: HS 20, Features Intersected: CHEWACLA CREEK, Facility Carried by Structure: Lee Road 54
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: 25.9m (85.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 72.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.3 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: Better than present minimum criteria, Length Of Structure Improvement: 5.73m (18.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $1,257,000, Roadway Improvement Cost: $126,000, Total Project Cost: $1,383,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 20998, Location: 0.4 mi e jct lee road54 (Lat: 32.505064, Lng: -85.434089), Route carried "on" structure: County highway 1027, Year Built: 2016, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 337 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 505 (year 2040), Design Load: HS 20, Features Intersected: Odom Creek, Facility Carried by Structure: Lee Road 27
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: 12.2m (40.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 89.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.60m (11.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $740,000, Roadway Improvement Cost: $74,000, Total Project Cost: $814,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 20998, Location: 0.4 mi e jct lee road54 (Lat: 32.505064, Lng: -85.434089), Route carried "on" structure: County highway 1027, Year Built: 2016, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 337 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 505 (year 2040), Design Load: HS 20, Features Intersected: Odom Creek, Facility Carried by Structure: Lee Road 27
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: 12.2m (40.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 89.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.60m (11.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $740,000, Roadway Improvement Cost: $74,000, Total Project Cost: $814,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 20999, Location: 0.5 M NE JCT S169 (Lat: 32.549050, Lng: -85.278628), Route carried "on" structure: County highway 1144, Year Built: 2018, Status: Open, Structure Length: 2.72m (8.92ft), Average Daily Traffic: 57 (year 2020), Average Future Daily Traffic: 86 (year 2040), Design Load: HS 20, Features Intersected: Little Uchee Creek, Facility Carried by Structure: Lee Road 144
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.5m (27.9ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 72.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.64m (11.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $841,000, Roadway Improvement Cost: $84,000, Total Project Cost: $925,000 ( Estimate for 2022)
Structure Number: 20999, Location: 0.5 M NE JCT S169 (Lat: 32.549050, Lng: -85.278628), Route carried "on" structure: County highway 1144, Year Built: 2018, Status: Open, Structure Length: 2.72m (8.92ft), Average Daily Traffic: 57 (year 2020), Average Future Daily Traffic: 86 (year 2040), Design Load: HS 20, Features Intersected: Little Uchee Creek, Facility Carried by Structure: Lee Road 144
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.5m (27.9ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 72.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.64m (11.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $841,000, Roadway Improvement Cost: $84,000, Total Project Cost: $925,000 ( Estimate for 2022)
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Structure Number: 2101, Location: .9 mi s jct lee road 54 (Lat: 32.556028, Lng: -85.412800), Route carried "on" structure: County highway 1027, Year Built: 2016, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 171 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 257 (year 2040), Design Load: HS 20, Features Intersected: Chewacla Creek, Facility Carried by Structure: Lee Road 27
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), 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: Very good, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, 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: 2101, Location: .9 mi s jct lee road 54 (Lat: 32.556028, Lng: -85.412800), Route carried "on" structure: County highway 1027, Year Built: 2016, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 171 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 257 (year 2040), Design Load: HS 20, Features Intersected: Chewacla Creek, Facility Carried by Structure: Lee Road 27
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), 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: Very good, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, 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: 21013, Location: 0.1 mi s Jct Lee Road 240 (Lat: 32.508669, Lng: -85.185772), Route carried "on" structure: County highway 1206, Year Built: 2016, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 1,092 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 1,638 (year 2040), Design Load: HS 20, Features Intersected: UT of Little Uchee Creek, Facility Carried by Structure: Lee Road 206
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: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 86.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 60.1 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.84m (9.32ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $584,000, Roadway Improvement Cost: $58,000, Total Project Cost: $642,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21013, Location: 0.1 mi s Jct Lee Road 240 (Lat: 32.508669, Lng: -85.185772), Route carried "on" structure: County highway 1206, Year Built: 2016, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 1,092 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 1,638 (year 2040), Design Load: HS 20, Features Intersected: UT of Little Uchee Creek, Facility Carried by Structure: Lee Road 206
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: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 86.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 60.1 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.84m (9.32ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $584,000, Roadway Improvement Cost: $58,000, Total Project Cost: $642,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place