Bridge Statistics for Loachapoka-Roxana, Alabama (AL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 17Number of bridges
- 118ft / 36.0mTotal length
- $9,044,000Total costs
- 9,170Total average daily traffic
- 822Total average daily truck traffic
- 13,693Total future (year 2040) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Loachapoka-Roxana
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 11940-1949
- 61950-1959
- 41960-1969
- 21970-1979
- 11980-1989
- 22010-2019
- Bridge Condition - Deck
- 9.1%Very good
- 45.5%Satisfactory
- 45.5%Fair
- Bridge Condition - Superstructure
- 9.1%Very good
- 9.1%Good
- 63.6%Satisfactory
- 9.1%Fair
- 9.1%Poor
- Bridge Condition - Substructure
- 9.1%Very good
- 36.4%Good
- 27.3%Satisfactory
- 18.2%Fair
- 9.1%Poor
- Bridge Condition - Channel
- 5.9%Very good
- 70.6%Good
- 23.5%Satisfactory
- Bridge Condition - Culverts
- 16.7%Excellent
- 50.0%Good
- 33.3%Satisfactory
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Structure Number: 939, Location: .2 MI E OF CO 51 (Lat: 33.357169, Lng: -86.547947), Route carried "on" structure: County highway 280, Year Built: 1931, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 642 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 898 (year 2040), Design Load: H 15, Features Intersected: N. FORK OF MUDDY PRONG
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), 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: Good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 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: 1.26m (4.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $233,000, Roadway Improvement Cost: $23,000, Total Project Cost: $256,000 ( Estimate for 2022)
Structure Number: 939, Location: .2 MI E OF CO 51 (Lat: 33.357169, Lng: -86.547947), Route carried "on" structure: County highway 280, Year Built: 1931, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 642 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 898 (year 2040), Design Load: H 15, Features Intersected: N. FORK OF MUDDY PRONG
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), 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: Good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 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: 1.26m (4.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $233,000, Roadway Improvement Cost: $23,000, Total Project Cost: $256,000 ( Estimate for 2022)
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Structure Number: 2382, Location: 0.2 MI S W LEE RD 57 (Lat: 32.566667, Lng: -85.558333), Route carried "on" structure: County highway 1137, Year Built: 1940, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 1,704 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 2,556 (year 2040), Design Load: H 15, Features Intersected: CHOCLAFAULA BRANCH, Facility Carried by Structure: Lee Road 137
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: 1, Length of Maximum Span: 6.4m (21.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.3 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: Better than present minimum criteria, Length Of Structure Improvement: 1.26m (4.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $211,000, Roadway Improvement Cost: $21,000, Total Project Cost: $232,000 ( Estimate for 2022)
Structure Number: 2382, Location: 0.2 MI S W LEE RD 57 (Lat: 32.566667, Lng: -85.558333), Route carried "on" structure: County highway 1137, Year Built: 1940, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 1,704 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 2,556 (year 2040), Design Load: H 15, Features Intersected: CHOCLAFAULA BRANCH, Facility Carried by Structure: Lee Road 137
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: 1, Length of Maximum Span: 6.4m (21.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.3 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: Better than present minimum criteria, Length Of Structure Improvement: 1.26m (4.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $211,000, Roadway Improvement Cost: $21,000, Total Project Cost: $232,000 ( Estimate for 2022)
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Structure Number: 3604, Location: 3.0 MI N MACON CO (Lat: 32.625211, Lng: -85.688586), Route carried "on" structure: County highway 1217, Year Built: 1950, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 53 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 80 (year 2040), Features Intersected: ROPES BRANCH, Facility Carried by Structure: Lee Road 217
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: 2, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 4.1m (13.5ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 63.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 44.0 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: Equal to present minimum criteria, Length Of Structure Improvement: 2.14m (7.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $191,000, Roadway Improvement Cost: $19,000, Total Project Cost: $210,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 3604, Location: 3.0 MI N MACON CO (Lat: 32.625211, Lng: -85.688586), Route carried "on" structure: County highway 1217, Year Built: 1950, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 53 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 80 (year 2040), Features Intersected: ROPES BRANCH, Facility Carried by Structure: Lee Road 217
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: 2, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 4.1m (13.5ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 63.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 44.0 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: Equal to present minimum criteria, Length Of Structure Improvement: 2.14m (7.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $191,000, Roadway Improvement Cost: $19,000, Total Project Cost: $210,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 3728, Location: 0.7 MI N JCT LEE RD 72 (Lat: 32.685008, Lng: -85.559908), Route carried "on" structure: County highway 1086, Year Built: 1950, Status: Posted for load, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 96 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 144 (year 2040), Features Intersected: LITTLE LOBLOCKEE CREEK, Facility Carried by Structure: Lee Road 86
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 5.3m (17.4ft), Out-to-Out Width: 5.7m (18.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 37.6 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: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 1.89m (6.20ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: September 2020, Other Special Inspection Date: September 2021, Bridge Improvement Cost: $234,000, Roadway Improvement Cost: $23,000, Total Project Cost: $257,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 3728, Location: 0.7 MI N JCT LEE RD 72 (Lat: 32.685008, Lng: -85.559908), Route carried "on" structure: County highway 1086, Year Built: 1950, Status: Posted for load, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 96 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 144 (year 2040), Features Intersected: LITTLE LOBLOCKEE CREEK, Facility Carried by Structure: Lee Road 86
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 5.3m (17.4ft), Out-to-Out Width: 5.7m (18.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 37.6 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: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 1.89m (6.20ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: September 2020, Other Special Inspection Date: September 2021, Bridge Improvement Cost: $234,000, Roadway Improvement Cost: $23,000, Total Project Cost: $257,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 3783, Location: 2.5 MI SE WAVERLY (Lat: 32.705419, Lng: -85.558978), Route carried "on" structure: County highway 1088, Year Built: 1950, Status: Posted for load, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 52 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 78 (year 2040), Features Intersected: LOBLOCKEE CREEK, Facility Carried by Structure: Lee Road 88
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: 12.2m (40.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 35.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 23.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 1.89m (6.20ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: September 2020, Other Special Inspection Date: September 2021, Bridge Improvement Cost: $311,000, Roadway Improvement Cost: $31,000, Total Project Cost: $342,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 3783, Location: 2.5 MI SE WAVERLY (Lat: 32.705419, Lng: -85.558978), Route carried "on" structure: County highway 1088, Year Built: 1950, Status: Posted for load, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 52 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 78 (year 2040), Features Intersected: LOBLOCKEE CREEK, Facility Carried by Structure: Lee Road 88
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: 12.2m (40.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 35.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 23.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 1.89m (6.20ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: September 2020, Other Special Inspection Date: September 2021, Bridge Improvement Cost: $311,000, Roadway Improvement Cost: $31,000, Total Project Cost: $342,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 4031, Location: 1 MI N OF JAMES (Lat: 32.655000, Lng: -85.575000), Route carried "on" structure: County highway 1188, Year Built: 1951, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 420 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 630 (year 2040), Design Load: H 15, Features Intersected: LITTLE LOBLOCKEE, Facility Carried by Structure: Lee Road 188
Minimum Vertical Clearance: 7.56m (24.80ft), 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: 2, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 69.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 65.3 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: Better than present minimum criteria, Length Of Structure Improvement: 1.89m (6.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $437,000, Roadway Improvement Cost: $44,000, Total Project Cost: $481,000 ( Estimate for 2022)
Structure Number: 4031, Location: 1 MI N OF JAMES (Lat: 32.655000, Lng: -85.575000), Route carried "on" structure: County highway 1188, Year Built: 1951, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 420 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 630 (year 2040), Design Load: H 15, Features Intersected: LITTLE LOBLOCKEE, Facility Carried by Structure: Lee Road 188
Minimum Vertical Clearance: 7.56m (24.80ft), 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: 2, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 69.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 65.3 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: Better than present minimum criteria, Length Of Structure Improvement: 1.89m (6.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $437,000, Roadway Improvement Cost: $44,000, Total Project Cost: $481,000 ( Estimate for 2022)
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Structure Number: 5502, Location: 0.3 MI N ROXANA (Lat: 32.690694, Lng: -85.672000), Route carried "on" structure: County highway 1651, Year Built: 1956, Status: Posted for load, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 63 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 95 (year 2040), Features Intersected: WIND CREEK, Facility Carried by Structure: Lee Road 651
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: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 42.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 30.7 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: Equal to present desirable 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: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: September 2020, Other Special Inspection Date: September 2021, Bridge Improvement Cost: $167,000, Roadway Improvement Cost: $17,000, Total Project Cost: $184,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5502, Location: 0.3 MI N ROXANA (Lat: 32.690694, Lng: -85.672000), Route carried "on" structure: County highway 1651, Year Built: 1956, Status: Posted for load, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 63 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 95 (year 2040), Features Intersected: WIND CREEK, Facility Carried by Structure: Lee Road 651
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: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 42.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 30.7 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: Equal to present desirable 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: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: September 2020, Other Special Inspection Date: September 2021, Bridge Improvement Cost: $167,000, Roadway Improvement Cost: $17,000, Total Project Cost: $184,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6517, Location: 1.7 MI N MACON CO (Lat: 32.604981, Lng: -85.693069), Route carried "on" structure: County highway 1217, Year Built: 1959, Status: Posted for load, Structure Length: 11.28m (37.01ft), Average Daily Traffic: 53 (year 2020), Average Future Daily Traffic: 80 (year 2040), Features Intersected: ROPES CREEK, Facility Carried by Structure: Lee Road 217
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 10, Length of Maximum Span: 26.2m (86.0ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 4.4m (14.4ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Poor, Channel: Good, Operating Rating: 4.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 2.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 12.16m (39.90ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: September 2020, Critical Feature Inspection Date: September 2021, Other Special Inspection Date: September 2021, Bridge Improvement Cost: $1,167,000, Roadway Improvement Cost: $117,000, Total Project Cost: $1,284,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 6517, Location: 1.7 MI N MACON CO (Lat: 32.604981, Lng: -85.693069), Route carried "on" structure: County highway 1217, Year Built: 1959, Status: Posted for load, Structure Length: 11.28m (37.01ft), Average Daily Traffic: 53 (year 2020), Average Future Daily Traffic: 80 (year 2040), Features Intersected: ROPES CREEK, Facility Carried by Structure: Lee Road 217
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 10, Length of Maximum Span: 26.2m (86.0ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 4.4m (14.4ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Poor, Channel: Good, Operating Rating: 4.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 2.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 12.16m (39.90ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: September 2020, Critical Feature Inspection Date: September 2021, Other Special Inspection Date: September 2021, Bridge Improvement Cost: $1,167,000, Roadway Improvement Cost: $117,000, Total Project Cost: $1,284,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 8227, Location: 2.2 MI S ROXANA (Lat: 32.656419, Lng: -85.662158), Route carried "on" structure: County highway 1066, Year Built: 1964, Status: Posted for load, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 9 (year 2020), Average Future Daily Traffic: 14 (year 2040), Features Intersected: ROPES CREEK, Facility Carried by Structure: Lee Road 66
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), 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: 5.5m (18.0ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 29.0 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: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: September 2020, Other Special Inspection Date: September 2021, Bridge Improvement Cost: $167,000, Roadway Improvement Cost: $17,000, Total Project Cost: $184,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 8227, Location: 2.2 MI S ROXANA (Lat: 32.656419, Lng: -85.662158), Route carried "on" structure: County highway 1066, Year Built: 1964, Status: Posted for load, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 9 (year 2020), Average Future Daily Traffic: 14 (year 2040), Features Intersected: ROPES CREEK, Facility Carried by Structure: Lee Road 66
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), 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: 5.5m (18.0ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 29.0 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: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: September 2020, Other Special Inspection Date: September 2021, Bridge Improvement Cost: $167,000, Roadway Improvement Cost: $17,000, Total Project Cost: $184,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 939, Location: 0.5 MI W JCT LEE RD 188 (Lat: 32.689483, Lng: -85.585050), Route carried "on" structure: County highway 1072, Year Built: 1967, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 1,091 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 1,637 (year 2040), Design Load: H 15, Features Intersected: WEBB CREEK, Facility Carried by Structure: Lee Road 72
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: Channel Beam, Number Of Spans In Main Unit: 3, 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: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 30.0 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: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.44m (8.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $419,000, Roadway Improvement Cost: $42,000, Total Project Cost: $461,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 939, Location: 0.5 MI W JCT LEE RD 188 (Lat: 32.689483, Lng: -85.585050), Route carried "on" structure: County highway 1072, Year Built: 1967, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 1,091 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 1,637 (year 2040), Design Load: H 15, Features Intersected: WEBB CREEK, Facility Carried by Structure: Lee Road 72
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: Channel Beam, Number Of Spans In Main Unit: 3, 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: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 30.0 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: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.44m (8.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $419,000, Roadway Improvement Cost: $42,000, Total Project Cost: $461,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 9397, Location: 0.2 MI W JCT LEE RD 137 (Lat: 32.568333, Lng: -85.571667), Route carried "on" structure: County highway 1058, Year Built: 1967, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 352 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 528 (year 2040), Features Intersected: CHOCLAFAULA CREEK, Facility Carried by Structure: Lee Road 58
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: Masonry, 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: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $260,000, Roadway Improvement Cost: $26,000, Total Project Cost: $286,000 ( Estimate for 2022)
Structure Number: 9397, Location: 0.2 MI W JCT LEE RD 137 (Lat: 32.568333, Lng: -85.571667), Route carried "on" structure: County highway 1058, Year Built: 1967, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 352 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 528 (year 2040), Features Intersected: CHOCLAFAULA CREEK, Facility Carried by Structure: Lee Road 58
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: Masonry, 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: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $260,000, Roadway Improvement Cost: $26,000, Total Project Cost: $286,000 ( Estimate for 2022)
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Structure Number: 9566, Location: 1.1 MI N RIDGE GROVE (Lat: 32.670528, Lng: -85.515047), Route carried "on" structure: County highway 1085, Year Built: 1968, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 97 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 146 (year 2040), Features Intersected: BRANCH, Facility Carried by Structure: Lee Road 85
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), 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: 5.5m (18.0ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 78.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 55.3 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: September 2020, Bridge Improvement Cost: $176,000, Roadway Improvement Cost: $18,000, Total Project Cost: $194,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 9566, Location: 1.1 MI N RIDGE GROVE (Lat: 32.670528, Lng: -85.515047), Route carried "on" structure: County highway 1085, Year Built: 1968, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 97 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 146 (year 2040), Features Intersected: BRANCH, Facility Carried by Structure: Lee Road 85
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), 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: 5.5m (18.0ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 78.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 55.3 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: September 2020, Bridge Improvement Cost: $176,000, Roadway Improvement Cost: $18,000, Total Project Cost: $194,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 10292, Location: MACONS MILL (Lat: 32.660033, Lng: -85.583314), Route carried "on" structure: County highway 1188, Year Built: 1970, Status: Open, Structure Length: 8.02m (26.31ft), Average Daily Traffic: 355 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 532 (year 2040), Design Load: HS 20, Features Intersected: LOBLOCKEE CREEK, Facility Carried by Structure: Lee Road 188
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 continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 60.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.0 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: 9.03m (29.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $2,042,000, Roadway Improvement Cost: $204,000, Total Project Cost: $2,246,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 10292, Location: MACONS MILL (Lat: 32.660033, Lng: -85.583314), Route carried "on" structure: County highway 1188, Year Built: 1970, Status: Open, Structure Length: 8.02m (26.31ft), Average Daily Traffic: 355 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 532 (year 2040), Design Load: HS 20, Features Intersected: LOBLOCKEE CREEK, Facility Carried by Structure: Lee Road 188
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 continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 60.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.0 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: 9.03m (29.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $2,042,000, Roadway Improvement Cost: $204,000, Total Project Cost: $2,246,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 11224, Location: 0.2 MI E JCT LEE RD 188 (Lat: 32.655894, Lng: -85.575081), Route carried "on" structure: County highway 1080, Year Built: 1974, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 208 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 312 (year 2040), Design Load: H 15, Features Intersected: BRANCH, Facility Carried by Structure: Lee Road 80
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: 6.1m (20.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 49.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 34.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $209,000, Roadway Improvement Cost: $21,000, Total Project Cost: $230,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 11224, Location: 0.2 MI E JCT LEE RD 188 (Lat: 32.655894, Lng: -85.575081), Route carried "on" structure: County highway 1080, Year Built: 1974, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 208 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 312 (year 2040), Design Load: H 15, Features Intersected: BRANCH, Facility Carried by Structure: Lee Road 80
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: 6.1m (20.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 49.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 34.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $209,000, Roadway Improvement Cost: $21,000, Total Project Cost: $230,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 14246, Location: 0.5 MI E ROWELLS X RD (Lat: 32.684386, Lng: -85.572444), Route carried "on" structure: County highway 1072, Year Built: 1987, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 1,839 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 2,759 (year 2040), Design Load: HS 20, Features Intersected: LOBLOCKEE CREEK, Facility Carried by Structure: Lee Road 72
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 49.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.5 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: 2.54m (8.33ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $720,000, Roadway Improvement Cost: $72,000, Total Project Cost: $792,000 ( Estimate for 2022)
Structure Number: 14246, Location: 0.5 MI E ROWELLS X RD (Lat: 32.684386, Lng: -85.572444), Route carried "on" structure: County highway 1072, Year Built: 1987, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 1,839 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 2,759 (year 2040), Design Load: HS 20, Features Intersected: LOBLOCKEE CREEK, Facility Carried by Structure: Lee Road 72
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 49.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.5 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: 2.54m (8.33ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $720,000, Roadway Improvement Cost: $72,000, Total Project Cost: $792,000 ( Estimate for 2022)
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Structure Number: 20997, Location: 0.5 mi s rowells X road (Lat: 32.679678, Lng: -85.582733), Route carried "on" structure: County highway 1188, Year Built: 2016, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 365 (year 2022), Truck Traffic: 18%, Average Future Daily Traffic: 548 (year 2042), Design Load: HS 20, Features Intersected: Webb Creek, Facility Carried by Structure: Lee Road 188
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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.60m (11.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2022, 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: 20997, Location: 0.5 mi s rowells X road (Lat: 32.679678, Lng: -85.582733), Route carried "on" structure: County highway 1188, Year Built: 2016, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 365 (year 2022), Truck Traffic: 18%, Average Future Daily Traffic: 548 (year 2042), Design Load: HS 20, Features Intersected: Webb Creek, Facility Carried by Structure: Lee Road 188
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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.60m (11.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2022, 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: 21012, Location: 1.2 mi s w beehive road (Lat: 32.542861, Lng: -85.588306), Route carried "on" structure: County highway 1137, Year Built: 2018, Status: Open, Structure Length: 0.96m (3.15ft), Average Daily Traffic: 1,771 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 2,656 (year 2040), Design Load: HS 20, Features Intersected: UT to Hodnett Creek, Facility Carried by Structure: Lee Road 137
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: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Excellent, Operating Rating: 39.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.63m (5.35ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $537,000, Roadway Improvement Cost: $54,000, Total Project Cost: $591,000 ( Estimate for 2022)
Structure Number: 21012, Location: 1.2 mi s w beehive road (Lat: 32.542861, Lng: -85.588306), Route carried "on" structure: County highway 1137, Year Built: 2018, Status: Open, Structure Length: 0.96m (3.15ft), Average Daily Traffic: 1,771 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 2,656 (year 2040), Design Load: HS 20, Features Intersected: UT to Hodnett Creek, Facility Carried by Structure: Lee Road 137
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: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Excellent, Operating Rating: 39.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.63m (5.35ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $537,000, Roadway Improvement Cost: $54,000, Total Project Cost: $591,000 ( Estimate for 2022)