Bridge Statistics for Auburn, Alabama (AL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- New bridges - historical statistics
- 21930-1939
- 41940-1949
- 61950-1959
- 171960-1969
- 61970-1979
- 41980-1989
- 41990-1999
- 112000-2009
- 132010-2019
- 22020-2022
- Bridge Condition - Deck
- 5.4%Excellent
- 8.1%Very good
- 29.7%Good
- 29.7%Satisfactory
- 27.0%Fair
- Bridge Condition - Superstructure
- 5.4%Excellent
- 16.2%Very good
- 40.5%Good
- 32.4%Satisfactory
- 5.4%Fair
- Bridge Condition - Substructure
- 5.4%Excellent
- 13.5%Very good
- 43.2%Good
- 32.4%Satisfactory
- 5.4%Fair
- Bridge Condition - Channel
- 1.9%Excellent
- 11.5%Very good
- 34.6%Good
- 40.4%Satisfactory
- 9.6%Fair
- 1.9%Serious
- Bridge Condition - Culverts
- 17.4%Excellent
- 8.7%Very good
- 17.4%Good
- 43.5%Satisfactory
- 4.3%Fair
- 8.7%Poor
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Structure Number: 895, Location: 0.4 MI S JCT CO 26 (Lat: 32.535528, Lng: -85.519222), Route carried "on" structure: US 29, Year Built: 1931, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 3,970 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 5,411 (year 2033), Design Load: H 15, Features Intersected: HUGLEY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 286.380, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 42.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.6 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: 1.26m (4.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $233,000, Roadway Improvement Cost: $23,000, Total Project Cost: $256,000 ( Estimate for 2022)
Structure Number: 895, Location: 0.4 MI S JCT CO 26 (Lat: 32.535528, Lng: -85.519222), Route carried "on" structure: US 29, Year Built: 1931, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 3,970 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 5,411 (year 2033), Design Load: H 15, Features Intersected: HUGLEY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 286.380, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 42.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.6 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: 1.26m (4.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $233,000, Roadway Improvement Cost: $23,000, Total Project Cost: $256,000 ( Estimate for 2022)
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Structure Number: 246, Location: 0.2 MI N AUBURN (Lat: 32.636100, Lng: -85.481717), Route carried "on" structure: City street 147, Year Built: 1940, Status: Open, Structure Length: 0.96m (3.15ft), Average Daily Traffic: 8,470 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 11,983 (year 2033), Design Load: H 15, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.674, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), 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: Satisfactory, Operating Rating: 59.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.5 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: 1.63m (5.35ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $1,573,000, Roadway Improvement Cost: $157,000, Total Project Cost: $1,730,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 246, Location: 0.2 MI N AUBURN (Lat: 32.636100, Lng: -85.481717), Route carried "on" structure: City street 147, Year Built: 1940, Status: Open, Structure Length: 0.96m (3.15ft), Average Daily Traffic: 8,470 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 11,983 (year 2033), Design Load: H 15, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.674, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), 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: Satisfactory, Operating Rating: 59.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.5 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: 1.63m (5.35ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $1,573,000, Roadway Improvement Cost: $157,000, Total Project Cost: $1,730,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2928, Location: 0.5 MI W JCT LEE RD 54 (Lat: 32.575000, Lng: -85.418333), Route carried "on" structure: County highway 1146, Year Built: 1946, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 5,544 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 8,316 (year 2040), Features Intersected: 11NH CREEK, Facility Carried by Structure: Lee Road 146
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: Masonry, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Good, Culverts: Good, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.44m (4.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $350,000, Roadway Improvement Cost: $35,000, Total Project Cost: $385,000 ( Estimate for 2022)
Structure Number: 2928, Location: 0.5 MI W JCT LEE RD 54 (Lat: 32.575000, Lng: -85.418333), Route carried "on" structure: County highway 1146, Year Built: 1946, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 5,544 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 8,316 (year 2040), Features Intersected: 11NH CREEK, Facility Carried by Structure: Lee Road 146
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: Masonry, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Good, Culverts: Good, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.44m (4.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $350,000, Roadway Improvement Cost: $35,000, Total Project Cost: $385,000 ( Estimate for 2022)
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Structure Number: 3093, Location: 1.5 MI N E BEEHIVE (Lat: 32.567683, Lng: -85.555992), Route carried "on" structure: County highway 1137, Year Built: 1947, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 1,704 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 2,556 (year 2040), Features Intersected: CHOCLAFAULA 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: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 29.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.2 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: 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: 1.58m (5.18ft), 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: $336,000, Roadway Improvement Cost: $34,000, Total Project Cost: $370,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 3093, Location: 1.5 MI N E BEEHIVE (Lat: 32.567683, Lng: -85.555992), Route carried "on" structure: County highway 1137, Year Built: 1947, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 1,704 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 2,556 (year 2040), Features Intersected: CHOCLAFAULA 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: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 29.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.2 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: 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: 1.58m (5.18ft), 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: $336,000, Roadway Improvement Cost: $34,000, Total Project Cost: $370,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 3347, Location: 5 MI N JCT US 280 (Lat: 32.744108, Lng: -85.499672), Route carried "on" structure: State highway 147, Year Built: 1948, Status: Open, Structure Length: 0.96m (3.15ft), Average Daily Traffic: 2,280 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 3,590 (year 2038), Design Load: H 15, Features Intersected: SOUTH SANDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.338, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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: Satisfactory, Operating Rating: 69.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.8 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: 1.63m (5.35ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $311,000, Roadway Improvement Cost: $31,000, Total Project Cost: $342,000 ( Estimate for 2022)
Structure Number: 3347, Location: 5 MI N JCT US 280 (Lat: 32.744108, Lng: -85.499672), Route carried "on" structure: State highway 147, Year Built: 1948, Status: Open, Structure Length: 0.96m (3.15ft), Average Daily Traffic: 2,280 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 3,590 (year 2038), Design Load: H 15, Features Intersected: SOUTH SANDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.338, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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: Satisfactory, Operating Rating: 69.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.8 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: 1.63m (5.35ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $311,000, Roadway Improvement Cost: $31,000, Total Project Cost: $342,000 ( Estimate for 2022)
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Structure Number: 4395, Location: 4.6 MI. W. I-85 (Lat: 32.538242, Lng: -85.596956), Route carried "on" structure: County highway 53, Year Built: 1952, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 400 (year 2016), Truck Traffic: 25%, Average Future Daily Traffic: 500 (year 2036), Design Load: H 15, Features Intersected: MILES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 55.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.98m (6.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $367,000, Roadway Improvement Cost: $37,000, Total Project Cost: $404,000 ( Estimate for 2022)
Structure Number: 4395, Location: 4.6 MI. W. I-85 (Lat: 32.538242, Lng: -85.596956), Route carried "on" structure: County highway 53, Year Built: 1952, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 400 (year 2016), Truck Traffic: 25%, Average Future Daily Traffic: 500 (year 2036), Design Load: H 15, Features Intersected: MILES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 55.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.98m (6.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $367,000, Roadway Improvement Cost: $37,000, Total Project Cost: $404,000 ( Estimate for 2022)
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Structure Number: 4731, Location: 4.1 MI N JCT US 29 (Lat: 32.595222, Lng: -85.450500), Route carried "on" structure: Interstate 85, Year Built: 1958, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 40,660 (year 2013), Truck Traffic: 25%, Average Future Daily Traffic: 53,588 (year 2033), Design Load: H 20, Features Intersected: MOORES MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 89.449, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 36.6m (120.1ft), Skew: 13 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Serious, Culverts: Poor, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.33m (4.36ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: April 2021, Other Special Inspection Date: April 2021, Bridge Improvement Cost: $2,079,000, Roadway Improvement Cost: $208,000, Total Project Cost: $2,287,000 ( Estimate for 2022)
Structure Number: 4731, Location: 4.1 MI N JCT US 29 (Lat: 32.595222, Lng: -85.450500), Route carried "on" structure: Interstate 85, Year Built: 1958, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 40,660 (year 2013), Truck Traffic: 25%, Average Future Daily Traffic: 53,588 (year 2033), Design Load: H 20, Features Intersected: MOORES MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 89.449, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 36.6m (120.1ft), Skew: 13 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Serious, Culverts: Poor, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.33m (4.36ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: April 2021, Other Special Inspection Date: April 2021, Bridge Improvement Cost: $2,079,000, Roadway Improvement Cost: $208,000, Total Project Cost: $2,287,000 ( Estimate for 2022)
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Structure Number: 5201, Location: 1 MI E JCT S 015 (Lat: 32.537497, Lng: -85.506275), Route carried "on" structure: County highway 1010, Year Built: 1955, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 2,766 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 4,149 (year 2040), Features Intersected: PARKERSON MILL CREEK, Facility Carried by Structure: Lee Road 10
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: 2, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 87.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 61.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.23m (7.32ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $383,000, Roadway Improvement Cost: $38,000, Total Project Cost: $421,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5201, Location: 1 MI E JCT S 015 (Lat: 32.537497, Lng: -85.506275), Route carried "on" structure: County highway 1010, Year Built: 1955, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 2,766 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 4,149 (year 2040), Features Intersected: PARKERSON MILL CREEK, Facility Carried by Structure: Lee Road 10
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: 2, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 87.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 61.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.23m (7.32ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $383,000, Roadway Improvement Cost: $38,000, Total Project Cost: $421,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 61, Location: 1.8 MI N JCT US 29 (Lat: 32.573500, Lng: -85.480722), Route carried "on" structure: Interstate 85, Year Built: 1958, Status: Open, Structure Length: 0.95m (3.12ft), Average Daily Traffic: 35,990 (year 2013), Truck Traffic: 25%, Average Future Daily Traffic: 58,974 (year 2033), Design Load: H 20, Features Intersected: STINK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 85.673, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 36.6m (120.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.1m (10.2ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 22.6m (74.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.63m (5.35ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $1,814,000, Roadway Improvement Cost: $181,000, Total Project Cost: $1,995,000 ( Estimate for 2022)
Structure Number: 61, Location: 1.8 MI N JCT US 29 (Lat: 32.573500, Lng: -85.480722), Route carried "on" structure: Interstate 85, Year Built: 1958, Status: Open, Structure Length: 0.95m (3.12ft), Average Daily Traffic: 35,990 (year 2013), Truck Traffic: 25%, Average Future Daily Traffic: 58,974 (year 2033), Design Load: H 20, Features Intersected: STINK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 85.673, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 36.6m (120.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.1m (10.2ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 22.6m (74.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.63m (5.35ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $1,814,000, Roadway Improvement Cost: $181,000, Total Project Cost: $1,995,000 ( Estimate for 2022)
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Structure Number: 6101, Location: 2.6 MI N JCT US 29 (Lat: 32.580500, Lng: -85.469944), Route carried "on" structure: County highway 33, Year Built: 1958, Status: Open, Structure Length: 10.67m (35.01ft), Average Daily Traffic: 670 (year 2009), Truck Traffic: 1%, Average Future Daily Traffic: 995 (year 2033), Design Load: HS 20, Features Intersected: I-85, Facility Carried by Structure: WRIGHTS MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 54.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 29.3m (96.1ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 51.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 11.57m (37.96ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $2,063,000, Roadway Improvement Cost: $206,000, Total Project Cost: $2,269,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 6101, Location: 2.6 MI N JCT US 29 (Lat: 32.580500, Lng: -85.469944), Route carried "on" structure: County highway 33, Year Built: 1958, Status: Open, Structure Length: 10.67m (35.01ft), Average Daily Traffic: 670 (year 2009), Truck Traffic: 1%, Average Future Daily Traffic: 995 (year 2033), Design Load: HS 20, Features Intersected: I-85, Facility Carried by Structure: WRIGHTS MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 54.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 29.3m (96.1ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 51.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 11.57m (37.96ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $2,063,000, Roadway Improvement Cost: $206,000, Total Project Cost: $2,269,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 8593, Location: 3.5 MI S JCT US 29 (Lat: 32.532694, Lng: -85.556308), Route carried "on" structure: Interstate 85, Year Built: 1965, Status: Open, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 15,690 (year 2013), Truck Traffic: 27%, Average Future Daily Traffic: 20,679 (year 2033), Design Load: HS 20, Features Intersected: CHOCLAFALA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 77.215, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 13 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.26m (23.82ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $1,643,000, Roadway Improvement Cost: $164,000, Total Project Cost: $1,807,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 8593, Location: 3.5 MI S JCT US 29 (Lat: 32.532694, Lng: -85.556308), Route carried "on" structure: Interstate 85, Year Built: 1965, Status: Open, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 15,690 (year 2013), Truck Traffic: 27%, Average Future Daily Traffic: 20,679 (year 2033), Design Load: HS 20, Features Intersected: CHOCLAFALA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 77.215, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 13 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.26m (23.82ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $1,643,000, Roadway Improvement Cost: $164,000, Total Project Cost: $1,807,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 8594, Location: 3.5 MI S JCT US 29 (Lat: 32.532500, Lng: -85.556222), Route carried "on" structure: Interstate 85, Year Built: 1965, Status: Open, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 15,690 (year 2013), Truck Traffic: 27%, Average Future Daily Traffic: 20,679 (year 2033), Design Load: HS 20, Features Intersected: CHOCLAFALA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 77.215, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 13 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.26m (23.82ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $1,494,000, Roadway Improvement Cost: $149,000, Total Project Cost: $1,643,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 8594, Location: 3.5 MI S JCT US 29 (Lat: 32.532500, Lng: -85.556222), Route carried "on" structure: Interstate 85, Year Built: 1965, Status: Open, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 15,690 (year 2013), Truck Traffic: 27%, Average Future Daily Traffic: 20,679 (year 2033), Design Load: HS 20, Features Intersected: CHOCLAFALA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 77.215, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 13 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.26m (23.82ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $1,494,000, Roadway Improvement Cost: $149,000, Total Project Cost: $1,643,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 8595, Location: 2 MI S JCT US 29 (Lat: 32.542956, Lng: -85.534781), Route carried "on" structure: County highway 10, Year Built: 1965, Status: Open, Structure Length: 8.32m (27.30ft), Average Daily Traffic: 1,059 (year 2014), Truck Traffic: 2%, Average Future Daily Traffic: 1,756 (year 2034), Design Load: HS 20, Features Intersected: I-85
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 49.499, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 46.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 9.32m (30.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $1,661,000, Roadway Improvement Cost: $166,000, Total Project Cost: $1,827,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 8595, Location: 2 MI S JCT US 29 (Lat: 32.542956, Lng: -85.534781), Route carried "on" structure: County highway 10, Year Built: 1965, Status: Open, Structure Length: 8.32m (27.30ft), Average Daily Traffic: 1,059 (year 2014), Truck Traffic: 2%, Average Future Daily Traffic: 1,756 (year 2034), Design Load: HS 20, Features Intersected: I-85
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 49.499, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 46.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 9.32m (30.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $1,661,000, Roadway Improvement Cost: $166,000, Total Project Cost: $1,827,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 8596, Location: 0.4 MI S JCT US 29 (Lat: 32.556389, Lng: -85.512556), Route carried "on" structure: Interstate 85, Year Built: 1965, Status: Open, Structure Length: 1.53m (5.02ft), Average Daily Traffic: 31,570 (year 2013), Truck Traffic: 27%, Average Future Daily Traffic: 41,608 (year 2033), Design Load: H 20, Features Intersected: PARKERSON MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 82.077, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 36.6m (120.1ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.21m (7.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $2,622,000, Roadway Improvement Cost: $262,000, Total Project Cost: $2,884,000 ( Estimate for 2022)
Structure Number: 8596, Location: 0.4 MI S JCT US 29 (Lat: 32.556389, Lng: -85.512556), Route carried "on" structure: Interstate 85, Year Built: 1965, Status: Open, Structure Length: 1.53m (5.02ft), Average Daily Traffic: 31,570 (year 2013), Truck Traffic: 27%, Average Future Daily Traffic: 41,608 (year 2033), Design Load: H 20, Features Intersected: PARKERSON MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 82.077, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 36.6m (120.1ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.21m (7.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $2,622,000, Roadway Improvement Cost: $262,000, Total Project Cost: $2,884,000 ( Estimate for 2022)
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Structure Number: 8601, Location: 2.72 MI.N.186 (Lat: 32.509097, Lng: -85.598653), Route carried "on" structure: Interstate 85, Year Built: 1965, Status: Open, Structure Length: 9.33m (30.61ft), Average Daily Traffic: 15,690 (year 2013), Truck Traffic: 27%, Average Future Daily Traffic: 20,679 (year 2033), Design Load: HS 20, Features Intersected: HODNETT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 72.406, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 10.29m (33.76ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $2,328,000, Roadway Improvement Cost: $233,000, Total Project Cost: $2,561,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 8601, Location: 2.72 MI.N.186 (Lat: 32.509097, Lng: -85.598653), Route carried "on" structure: Interstate 85, Year Built: 1965, Status: Open, Structure Length: 9.33m (30.61ft), Average Daily Traffic: 15,690 (year 2013), Truck Traffic: 27%, Average Future Daily Traffic: 20,679 (year 2033), Design Load: HS 20, Features Intersected: HODNETT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 72.406, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 10.29m (33.76ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $2,328,000, Roadway Improvement Cost: $233,000, Total Project Cost: $2,561,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 8602, Location: 2.72 MI. N. AL.186 (Lat: 32.508894, Lng: -85.598542), Route carried "on" structure: Interstate 85, Year Built: 1965, Status: Open, Structure Length: 9.33m (30.61ft), Average Daily Traffic: 15,690 (year 2013), Truck Traffic: 27%, Average Future Daily Traffic: 20,679 (year 2033), Design Load: HS 20, Features Intersected: HODNETT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 72.406, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 10.29m (33.76ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $2,328,000, Roadway Improvement Cost: $233,000, Total Project Cost: $2,561,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 8602, Location: 2.72 MI. N. AL.186 (Lat: 32.508894, Lng: -85.598542), Route carried "on" structure: Interstate 85, Year Built: 1965, Status: Open, Structure Length: 9.33m (30.61ft), Average Daily Traffic: 15,690 (year 2013), Truck Traffic: 27%, Average Future Daily Traffic: 20,679 (year 2033), Design Load: HS 20, Features Intersected: HODNETT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 72.406, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 10.29m (33.76ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $2,328,000, Roadway Improvement Cost: $233,000, Total Project Cost: $2,561,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 8603, Location: 3.59 MI.N OF AL.186 (Lat: 32.513958, Lng: -85.585575), Route carried "on" structure: County highway 54, Year Built: 1965, Status: Open, Structure Length: 7.77m (25.49ft), Average Daily Traffic: 208 (year 2003), Truck Traffic: 2%, Average Future Daily Traffic: 407 (year 2028), Design Load: HS 20, Features Intersected: I85
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.907, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Operating Rating: 42.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 8.78m (28.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $1,988,000, Roadway Improvement Cost: $199,000, Total Project Cost: $2,187,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 8603, Location: 3.59 MI.N OF AL.186 (Lat: 32.513958, Lng: -85.585575), Route carried "on" structure: County highway 54, Year Built: 1965, Status: Open, Structure Length: 7.77m (25.49ft), Average Daily Traffic: 208 (year 2003), Truck Traffic: 2%, Average Future Daily Traffic: 407 (year 2028), Design Load: HS 20, Features Intersected: I85
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.907, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Operating Rating: 42.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 8.78m (28.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $1,988,000, Roadway Improvement Cost: $199,000, Total Project Cost: $2,187,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 8604, Location: 4.46 MI. N AL.186 (Lat: 32.523367, Lng: -85.572217), Route carried "on" structure: Interstate 85, Year Built: 1965, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 15,690 (year 2013), Truck Traffic: 27%, Average Future Daily Traffic: 20,679 (year 2033), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 75.277, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.98m (6.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $1,329,000, Roadway Improvement Cost: $133,000, Total Project Cost: $1,462,000 ( Estimate for 2022)
Structure Number: 8604, Location: 4.46 MI. N AL.186 (Lat: 32.523367, Lng: -85.572217), Route carried "on" structure: Interstate 85, Year Built: 1965, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 15,690 (year 2013), Truck Traffic: 27%, Average Future Daily Traffic: 20,679 (year 2033), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 75.277, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.98m (6.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $1,329,000, Roadway Improvement Cost: $133,000, Total Project Cost: $1,462,000 ( Estimate for 2022)
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Structure Number: 8605, Location: 4.46MI. N. OF AL186 (Lat: 32.524050, Lng: -85.572917), Route carried "on" structure: Interstate 85, Year Built: 1965, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 15,690 (year 2013), Truck Traffic: 27%, Average Future Daily Traffic: 20,679 (year 2033), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 75.277, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 88.9 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: 1.98m (6.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $1,203,000, Roadway Improvement Cost: $120,000, Total Project Cost: $1,323,000 ( Estimate for 2022)
Structure Number: 8605, Location: 4.46MI. N. OF AL186 (Lat: 32.524050, Lng: -85.572917), Route carried "on" structure: Interstate 85, Year Built: 1965, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 15,690 (year 2013), Truck Traffic: 27%, Average Future Daily Traffic: 20,679 (year 2033), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 75.277, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 88.9 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: 1.98m (6.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $1,203,000, Roadway Improvement Cost: $120,000, Total Project Cost: $1,323,000 ( Estimate for 2022)
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Structure Number: 10109, Location: 0.6 MI E JCT US 29 (Lat: 32.585694, Lng: -85.502583), Route carried "on" structure: Bypass State highway 147, Year Built: 1969, Status: Open, Structure Length: 0.77m (2.53ft), Average Daily Traffic: 16,870 (year 2013), Truck Traffic: 2%, Average Future Daily Traffic: 23,867 (year 2033), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 808.002, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 88.9 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: 1.41m (4.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $767,000, Roadway Improvement Cost: $77,000, Total Project Cost: $844,000 ( Estimate for 2022)
Structure Number: 10109, Location: 0.6 MI E JCT US 29 (Lat: 32.585694, Lng: -85.502583), Route carried "on" structure: Bypass State highway 147, Year Built: 1969, Status: Open, Structure Length: 0.77m (2.53ft), Average Daily Traffic: 16,870 (year 2013), Truck Traffic: 2%, Average Future Daily Traffic: 23,867 (year 2033), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 808.002, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 88.9 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: 1.41m (4.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $767,000, Roadway Improvement Cost: $77,000, Total Project Cost: $844,000 ( Estimate for 2022)
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Structure Number: 1011, Location: JCT AL 14 * AL 147 (Lat: 32.607389, Lng: -85.510694), Route carried "on" structure: Bypass State highway 147, Year Built: 1969, Status: Open, Structure Length: 7.89m (25.89ft), Average Daily Traffic: 15,790 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 22,339 (year 2033), Design Load: HS 20, Features Intersected: AL 14 * CSX RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 810.509, Lanes on structure: 4, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 1, Length of Maximum Span: 25.0m (82.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.2m (69.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 46.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 8.90m (29.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $4,212,000, Roadway Improvement Cost: $421,000, Total Project Cost: $4,633,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1011, Location: JCT AL 14 * AL 147 (Lat: 32.607389, Lng: -85.510694), Route carried "on" structure: Bypass State highway 147, Year Built: 1969, Status: Open, Structure Length: 7.89m (25.89ft), Average Daily Traffic: 15,790 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 22,339 (year 2033), Design Load: HS 20, Features Intersected: AL 14 * CSX RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 810.509, Lanes on structure: 4, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 1, Length of Maximum Span: 25.0m (82.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.2m (69.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 46.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 8.90m (29.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $4,212,000, Roadway Improvement Cost: $421,000, Total Project Cost: $4,633,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 10111, Location: 1.1 MI N JCT SR 14 (Lat: 32.621972, Lng: -85.505056), Route carried "on" structure: Bypass State highway 147, Year Built: 1969, Status: Open, Structure Length: 0.89m (2.92ft), Average Daily Traffic: 16,270 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 23,018 (year 2033), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 812.246, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.0m (52.5ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.4m (14.4ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 62.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.5 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: 1.56m (5.12ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $983,000, Roadway Improvement Cost: $98,000, Total Project Cost: $1,081,000 ( Estimate for 2022)
Structure Number: 10111, Location: 1.1 MI N JCT SR 14 (Lat: 32.621972, Lng: -85.505056), Route carried "on" structure: Bypass State highway 147, Year Built: 1969, Status: Open, Structure Length: 0.89m (2.92ft), Average Daily Traffic: 16,270 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 23,018 (year 2033), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 812.246, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.0m (52.5ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.4m (14.4ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 62.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.5 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: 1.56m (5.12ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $983,000, Roadway Improvement Cost: $98,000, Total Project Cost: $1,081,000 ( Estimate for 2022)
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Structure Number: 10112, Location: 2.4 MI N JCT SR 14 (Lat: 33.636139, Lng: -85.488778), Route carried "on" structure: Bypass State highway 147, Year Built: 1969, Status: Open, Structure Length: 1.06m (3.48ft), Average Daily Traffic: 17,090 (year 2013), Truck Traffic: 4%, Average Future Daily Traffic: 24,179 (year 2033), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 814.479, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 88.9 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: 1.73m (5.68ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $1,009,000, Roadway Improvement Cost: $101,000, Total Project Cost: $1,110,000 ( Estimate for 2022)
Structure Number: 10112, Location: 2.4 MI N JCT SR 14 (Lat: 33.636139, Lng: -85.488778), Route carried "on" structure: Bypass State highway 147, Year Built: 1969, Status: Open, Structure Length: 1.06m (3.48ft), Average Daily Traffic: 17,090 (year 2013), Truck Traffic: 4%, Average Future Daily Traffic: 24,179 (year 2033), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 814.479, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 88.9 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: 1.73m (5.68ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $1,009,000, Roadway Improvement Cost: $101,000, Total Project Cost: $1,110,000 ( Estimate for 2022)
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Structure Number: 10276, Location: 0.7 MI E JCT CR 159 (Lat: 32.562200, Lng: -85.465000), Route carried "on" structure: City street , Year Built: 1970, Status: Closed, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 3,170 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 5,496 (year 2030), Design Load: H 15, Features Intersected: MOORES MILL CREEK, Facility Carried by Structure: OGLETREE RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.5m (18.0ft)
Condition: Channel: Satisfactory, Culverts: Poor, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.81m (5.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $386,000, Roadway Improvement Cost: $39,000, Total Project Cost: $425,000 ( Estimate for 2022)
Structure Number: 10276, Location: 0.7 MI E JCT CR 159 (Lat: 32.562200, Lng: -85.465000), Route carried "on" structure: City street , Year Built: 1970, Status: Closed, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 3,170 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 5,496 (year 2030), Design Load: H 15, Features Intersected: MOORES MILL CREEK, Facility Carried by Structure: OGLETREE RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.5m (18.0ft)
Condition: Channel: Satisfactory, Culverts: Poor, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.81m (5.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $386,000, Roadway Improvement Cost: $39,000, Total Project Cost: $425,000 ( Estimate for 2022)
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Structure Number: 10946, Location: AL.15*AL.#186 (Lat: 32.485000, Lng: -85.577667), Route carried "on" structure: US 29, Year Built: 1973, Status: Open, Structure Length: 9.57m (31.40ft), Average Daily Traffic: 3,839 (year 2010), Truck Traffic: 9%, Average Future Daily Traffic: 3,996 (year 2030), Design Load: HS 20, Features Intersected: AL 186, Facility Carried by Structure: AL 15
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 276.905, Lanes on structure: 3, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 17.4m (57.1ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.5m (86.9ft), Curb-To-Curb Width: 16.2m (53.1ft), Out-to-Out Width: 16.6m (54.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 58.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 10.52m (34.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $3,895,000, Roadway Improvement Cost: $390,000, Total Project Cost: $4,285,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 10946, Location: AL.15*AL.#186 (Lat: 32.485000, Lng: -85.577667), Route carried "on" structure: US 29, Year Built: 1973, Status: Open, Structure Length: 9.57m (31.40ft), Average Daily Traffic: 3,839 (year 2010), Truck Traffic: 9%, Average Future Daily Traffic: 3,996 (year 2030), Design Load: HS 20, Features Intersected: AL 186, Facility Carried by Structure: AL 15
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 276.905, Lanes on structure: 3, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 17.4m (57.1ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.5m (86.9ft), Curb-To-Curb Width: 16.2m (53.1ft), Out-to-Out Width: 16.6m (54.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 58.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 10.52m (34.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $3,895,000, Roadway Improvement Cost: $390,000, Total Project Cost: $4,285,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 11175, Location: DEER RUN ROAD (Lat: 32.611842, Lng: -85.527956), Route carried "on" structure: City street , Year Built: 1974, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 1,024 (year 2003), Truck Traffic: 2%, Average Future Daily Traffic: 2,274 (year 2030), Design Load: H 15, Features Intersected: CREEK, Facility Carried by Structure: CITY STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.499, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.1m (36.4ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 62.1 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: Equal to present desirable 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: March 2020, Bridge Improvement Cost: $776,000, Roadway Improvement Cost: $78,000, Total Project Cost: $854,000 ( Estimate for 2022)
Structure Number: 11175, Location: DEER RUN ROAD (Lat: 32.611842, Lng: -85.527956), Route carried "on" structure: City street , Year Built: 1974, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 1,024 (year 2003), Truck Traffic: 2%, Average Future Daily Traffic: 2,274 (year 2030), Design Load: H 15, Features Intersected: CREEK, Facility Carried by Structure: CITY STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.499, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.1m (36.4ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 62.1 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: Equal to present desirable 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: March 2020, Bridge Improvement Cost: $776,000, Roadway Improvement Cost: $78,000, Total Project Cost: $854,000 ( Estimate for 2022)
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Structure Number: 116, Location: 0.2 MI SE I-85 (Lat: 32.602300, Lng: -85.426600), Route carried "on" structure: City street , Year Built: 1976, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 14,538 (year 2014), Truck Traffic: 5%, Average Future Daily Traffic: 27,044 (year 2035), Design Load: H 20, Features Intersected: MOORES MILL CREEK, Facility Carried by Structure: BENT CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 52.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.14m (7.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $674,000, Roadway Improvement Cost: $67,000, Total Project Cost: $741,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 116, Location: 0.2 MI SE I-85 (Lat: 32.602300, Lng: -85.426600), Route carried "on" structure: City street , Year Built: 1976, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 14,538 (year 2014), Truck Traffic: 5%, Average Future Daily Traffic: 27,044 (year 2035), Design Load: H 20, Features Intersected: MOORES MILL CREEK, Facility Carried by Structure: BENT CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 52.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.14m (7.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $674,000, Roadway Improvement Cost: $67,000, Total Project Cost: $741,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 1173, Location: 3.9 MI S WAVERLY (Lat: 32.701139, Lng: -85.524250), Route carried "on" structure: US 280, Year Built: 1938, Year Reconstructed: 1977, Status: Open, Structure Length: 4.24m (13.91ft), Average Daily Traffic: 5,650 (year 2013), Truck Traffic: 12%, Average Future Daily Traffic: 7,432 (year 2033), Design Load: H 15, Features Intersected: LITTLE LOBOCKEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 159.127, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 54.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.21m (17.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $1,609,000, Roadway Improvement Cost: $161,000, Total Project Cost: $1,770,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1173, Location: 3.9 MI S WAVERLY (Lat: 32.701139, Lng: -85.524250), Route carried "on" structure: US 280, Year Built: 1938, Year Reconstructed: 1977, Status: Open, Structure Length: 4.24m (13.91ft), Average Daily Traffic: 5,650 (year 2013), Truck Traffic: 12%, Average Future Daily Traffic: 7,432 (year 2033), Design Load: H 15, Features Intersected: LITTLE LOBOCKEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 159.127, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 54.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.21m (17.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $1,609,000, Roadway Improvement Cost: $161,000, Total Project Cost: $1,770,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 11792, Location: AUBURN (Lat: 32.603144, Lng: -85.453147), Route carried "on" structure: City street , Year Built: 1977, Status: Posted for load, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 2,406 (year 2014), Truck Traffic: 12%, Average Future Daily Traffic: 1,820 (year 2034), Design Load: H 15, Features Intersected: CREEK, Facility Carried by Structure: OLD MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.999, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.2m (17.1ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 34.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: 10.0 - 19.9% below), Length Of Structure Improvement: 1.71m (5.61ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2020, Other Special Inspection Date: March 2021, Bridge Improvement Cost: $505,000, Roadway Improvement Cost: $51,000, Total Project Cost: $556,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 11792, Location: AUBURN (Lat: 32.603144, Lng: -85.453147), Route carried "on" structure: City street , Year Built: 1977, Status: Posted for load, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 2,406 (year 2014), Truck Traffic: 12%, Average Future Daily Traffic: 1,820 (year 2034), Design Load: H 15, Features Intersected: CREEK, Facility Carried by Structure: OLD MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.999, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.2m (17.1ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 34.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: 10.0 - 19.9% below), Length Of Structure Improvement: 1.71m (5.61ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2020, Other Special Inspection Date: March 2021, Bridge Improvement Cost: $505,000, Roadway Improvement Cost: $51,000, Total Project Cost: $556,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 12751, Location: AUBURN (Lat: 32.624983, Lng: -85.474297), Route carried "on" structure: City street , Year Built: 1982, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 3,692 (year 2003), Truck Traffic: 71%, Average Future Daily Traffic: 8,200 (year 2030), Design Load: H 20, Features Intersected: CREEK, Facility Carried by Structure: SHELTON MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.999, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 45.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum 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: 1.71m (5.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $352,000, Roadway Improvement Cost: $35,000, Total Project Cost: $387,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 12751, Location: AUBURN (Lat: 32.624983, Lng: -85.474297), Route carried "on" structure: City street , Year Built: 1982, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 3,692 (year 2003), Truck Traffic: 71%, Average Future Daily Traffic: 8,200 (year 2030), Design Load: H 20, Features Intersected: CREEK, Facility Carried by Structure: SHELTON MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.999, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 45.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum 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: 1.71m (5.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $352,000, Roadway Improvement Cost: $35,000, Total Project Cost: $387,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 12769, Location: AUBURN (Lat: 32.567911, Lng: -85.453667), Route carried "on" structure: City street , Year Built: 1982, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 2,092 (year 2014), Truck Traffic: 1%, Average Future Daily Traffic: 1,162 (year 2034), Design Load: H 20, Features Intersected: CREEK AND WINDWAY RD., Facility Carried by Structure: WINDWAY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.800, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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: 2.07m (6.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $455,000, Roadway Improvement Cost: $46,000, Total Project Cost: $501,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 12769, Location: AUBURN (Lat: 32.567911, Lng: -85.453667), Route carried "on" structure: City street , Year Built: 1982, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 2,092 (year 2014), Truck Traffic: 1%, Average Future Daily Traffic: 1,162 (year 2034), Design Load: H 20, Features Intersected: CREEK AND WINDWAY RD., Facility Carried by Structure: WINDWAY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.800, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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: 2.07m (6.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $455,000, Roadway Improvement Cost: $46,000, Total Project Cost: $501,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 13231, Location: WIRE RD. * W.SANFORD AVE. (Lat: 32.599389, Lng: -85.497000), Route carried "on" structure: State lands road , Year Built: 1984, Status: Open, Structure Length: 0.71m (2.33ft), Average Daily Traffic: 3,000 (year 2008), Truck Traffic: 2%, Average Future Daily Traffic: 3,550 (year 2035), Design Load: HS 20, Features Intersected: PARKERSON MILL BRANCH, Facility Carried by Structure: WIRE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.800, Lanes on structure: 3, Owner: State Agenciy, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.5m (11.5ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 64.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.5 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: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $877,000, Roadway Improvement Cost: $88,000, Total Project Cost: $965,000 ( Estimate for 2022)
Structure Number: 13231, Location: WIRE RD. * W.SANFORD AVE. (Lat: 32.599389, Lng: -85.497000), Route carried "on" structure: State lands road , Year Built: 1984, Status: Open, Structure Length: 0.71m (2.33ft), Average Daily Traffic: 3,000 (year 2008), Truck Traffic: 2%, Average Future Daily Traffic: 3,550 (year 2035), Design Load: HS 20, Features Intersected: PARKERSON MILL BRANCH, Facility Carried by Structure: WIRE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.800, Lanes on structure: 3, Owner: State Agenciy, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.5m (11.5ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 64.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.5 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: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $877,000, Roadway Improvement Cost: $88,000, Total Project Cost: $965,000 ( Estimate for 2022)
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Structure Number: 14001, Location: 1 MI NORTH OF AUBURN (Lat: 32.648139, Lng: -85.482389), Route carried "on" structure: State highway 147, Year Built: 1986, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 8,470 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 11,983 (year 2033), Design Load: HS 20, Features Intersected: SOUGAHATCHEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.810, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 57.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.4 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.20m (20.34ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $1,956,000, Roadway Improvement Cost: $196,000, Total Project Cost: $2,152,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 14001, Location: 1 MI NORTH OF AUBURN (Lat: 32.648139, Lng: -85.482389), Route carried "on" structure: State highway 147, Year Built: 1986, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 8,470 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 11,983 (year 2033), Design Load: HS 20, Features Intersected: SOUGAHATCHEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.810, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 57.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.4 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.20m (20.34ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $1,956,000, Roadway Improvement Cost: $196,000, Total Project Cost: $2,152,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 15888, Location: 1.7 MI E OF I-85 (Lat: 32.586100, Lng: -85.449700), Route carried "on" structure: City street , Year Built: 1993, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 2,870 (year 2014), Truck Traffic: 2%, Average Future Daily Traffic: 1,323 (year 2034), Design Load: H 20, Features Intersected: MOORES MILL CREEK, Facility Carried by Structure: MOORES MILL DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.699, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 73.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.3 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.61m (5.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $386,000, Roadway Improvement Cost: $39,000, Total Project Cost: $425,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 15888, Location: 1.7 MI E OF I-85 (Lat: 32.586100, Lng: -85.449700), Route carried "on" structure: City street , Year Built: 1993, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 2,870 (year 2014), Truck Traffic: 2%, Average Future Daily Traffic: 1,323 (year 2034), Design Load: H 20, Features Intersected: MOORES MILL CREEK, Facility Carried by Structure: MOORES MILL DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.699, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 73.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.3 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.61m (5.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $386,000, Roadway Improvement Cost: $39,000, Total Project Cost: $425,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 16138, Location: .4 MI W OF AL 147 (Lat: 32.753361, Lng: -85.499728), Route carried "on" structure: County highway 19, Year Built: 1994, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 24 (year 1994), Average Future Daily Traffic: 40 (year 2035), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 80.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.26m (4.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $306,000, Roadway Improvement Cost: $31,000, Total Project Cost: $337,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 16138, Location: .4 MI W OF AL 147 (Lat: 32.753361, Lng: -85.499728), Route carried "on" structure: County highway 19, Year Built: 1994, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 24 (year 1994), Average Future Daily Traffic: 40 (year 2035), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 80.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.26m (4.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $306,000, Roadway Improvement Cost: $31,000, Total Project Cost: $337,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 16628, Location: 3.5 MI E WAVERLY (Lat: 32.737419, Lng: -85.517811), Route carried "on" structure: County highway 20, Year Built: 1996, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 20 (year 1996), Average Future Daily Traffic: 45 (year 2035), Design Load: HS 20, Features Intersected: SANDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 79.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.81m (5.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $438,000, Roadway Improvement Cost: $44,000, Total Project Cost: $482,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 16628, Location: 3.5 MI E WAVERLY (Lat: 32.737419, Lng: -85.517811), Route carried "on" structure: County highway 20, Year Built: 1996, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 20 (year 1996), Average Future Daily Traffic: 45 (year 2035), Design Load: HS 20, Features Intersected: SANDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 79.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.81m (5.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $438,000, Roadway Improvement Cost: $44,000, Total Project Cost: $482,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 17133, Location: 2.1 MI. E SR 147 (Lat: 32.657833, Lng: -85.459872), Route carried "on" structure: US 280, Year Built: 2000, Status: Open, Structure Length: 7.99m (26.21ft), Average Daily Traffic: 6,140 (year 2013), Truck Traffic: 11%, Average Future Daily Traffic: 8,076 (year 2033), Design Load: HS 20, Features Intersected: SAUGAHATCHEE CREEK
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 167.127, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.9m (98.1ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 71.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.99m (29.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $2,590,000, Roadway Improvement Cost: $259,000, Total Project Cost: $2,849,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 17133, Location: 2.1 MI. E SR 147 (Lat: 32.657833, Lng: -85.459872), Route carried "on" structure: US 280, Year Built: 2000, Status: Open, Structure Length: 7.99m (26.21ft), Average Daily Traffic: 6,140 (year 2013), Truck Traffic: 11%, Average Future Daily Traffic: 8,076 (year 2033), Design Load: HS 20, Features Intersected: SAUGAHATCHEE CREEK
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 167.127, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.9m (98.1ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 71.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.99m (29.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $2,590,000, Roadway Improvement Cost: $259,000, Total Project Cost: $2,849,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 17365, Location: 3.9 MI E OF WAVERLY (Lat: 32.701389, Lng: -85.524028), Route carried "on" structure: US 280, Year Built: 2000, Status: Open, Structure Length: 7.00m (22.97ft), Average Daily Traffic: 5,650 (year 2013), Truck Traffic: 12%, Average Future Daily Traffic: 7,432 (year 2033), Design Load: HS 20, Features Intersected: LITTLE LOBLOCKEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 159.127, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.2m (36.7ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 35.0m (114.8ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 80.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 8.03m (26.35ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $2,313,000, Roadway Improvement Cost: $231,000, Total Project Cost: $2,544,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 17365, Location: 3.9 MI E OF WAVERLY (Lat: 32.701389, Lng: -85.524028), Route carried "on" structure: US 280, Year Built: 2000, Status: Open, Structure Length: 7.00m (22.97ft), Average Daily Traffic: 5,650 (year 2013), Truck Traffic: 12%, Average Future Daily Traffic: 7,432 (year 2033), Design Load: HS 20, Features Intersected: LITTLE LOBLOCKEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 159.127, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.2m (36.7ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 35.0m (114.8ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 80.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 8.03m (26.35ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $2,313,000, Roadway Improvement Cost: $231,000, Total Project Cost: $2,544,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 17596, Location: NEAR ST. MATTHEWS CHURCH? (Lat: 32.547642, Lng: -85.555314), Route carried "on" structure: County highway 1010, Year Built: 2000, Status: Open, Structure Length: 3.60m (11.81ft), Average Daily Traffic: 1,593 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 2,390 (year 2040), Design Load: HS 20, Features Intersected: CHOCLAFAULA CREEK, Facility Carried by Structure: Lee Road 10
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.0m (29.5ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.0m (118.1ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.51m (14.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $898,000, Roadway Improvement Cost: $90,000, Total Project Cost: $988,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 17596, Location: NEAR ST. MATTHEWS CHURCH? (Lat: 32.547642, Lng: -85.555314), Route carried "on" structure: County highway 1010, Year Built: 2000, Status: Open, Structure Length: 3.60m (11.81ft), Average Daily Traffic: 1,593 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 2,390 (year 2040), Design Load: HS 20, Features Intersected: CHOCLAFAULA CREEK, Facility Carried by Structure: Lee Road 10
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.0m (29.5ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.0m (118.1ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.51m (14.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $898,000, Roadway Improvement Cost: $90,000, Total Project Cost: $988,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 17954, Location: 1 MI.SOUTH U.S.280 (Lat: 32.636250, Lng: -85.465694), Route carried "on" structure: City street ?????, Year Built: 1999, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 7,963 (year 2010), Truck Traffic: 2%, Average Future Daily Traffic: 11,148 (year 2030), Features Intersected: BRANCH, Facility Carried by Structure: LEE RD.97
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.014, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.4m (27.6ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.14m (7.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $455,000, Roadway Improvement Cost: $46,000, Total Project Cost: $501,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 17954, Location: 1 MI.SOUTH U.S.280 (Lat: 32.636250, Lng: -85.465694), Route carried "on" structure: City street ?????, Year Built: 1999, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 7,963 (year 2010), Truck Traffic: 2%, Average Future Daily Traffic: 11,148 (year 2030), Features Intersected: BRANCH, Facility Carried by Structure: LEE RD.97
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.014, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.4m (27.6ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.14m (7.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $455,000, Roadway Improvement Cost: $46,000, Total Project Cost: $501,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 18221, Location: 1.0 MI.EAST OF I-85 (Lat: 32.586667, Lng: -85.450000), Route carried "on" structure: City street 2, Year Built: 2000, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 21,407 (year 2014), Average Future Daily Traffic: 24,817 (year 2034), Design Load: HS 20, Features Intersected: MOORE'S MILL CREEK, Facility Carried by Structure: MOORE'S MILL RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 3.0m (9.8ft), Curb-To-Curb Width: 12.9m (42.3ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 71.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.9 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.92m (9.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $1,121,000, Roadway Improvement Cost: $112,000, Total Project Cost: $1,233,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 18221, Location: 1.0 MI.EAST OF I-85 (Lat: 32.586667, Lng: -85.450000), Route carried "on" structure: City street 2, Year Built: 2000, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 21,407 (year 2014), Average Future Daily Traffic: 24,817 (year 2034), Design Load: HS 20, Features Intersected: MOORE'S MILL CREEK, Facility Carried by Structure: MOORE'S MILL RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 3.0m (9.8ft), Curb-To-Curb Width: 12.9m (42.3ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 71.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.9 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.92m (9.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $1,121,000, Roadway Improvement Cost: $112,000, Total Project Cost: $1,233,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels