Bridge Statistics for Huntsville, Alabama (AL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 639Number of bridges
- 11,867ft / 3,617mTotal length
- $1,521,431,000Total costs
- 10,240,811Total average daily traffic
- 528,271Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Huntsville
- No street view available for this location
- New bridges - historical statistics
- 21900-1909
- 31910-1919
- 131920-1929
- 381930-1939
- 241940-1949
- 421950-1959
- 711960-1969
- 551970-1979
- 1011980-1989
- 1771990-1999
- 662000-2009
- 352010-2019
- 122020-2022
- Reconstructed bridges - Historical Statistics
- 21930-1939
- 11940-1949
- 31950-1959
- 61960-1969
- 31970-1979
- 81980-1989
- 31990-1999
- 62000-2009
- 12010-2019
- Bridge Condition - Deck
- 3.9%Excellent
- 8.5%Very good
- 47.5%Good
- 29.9%Satisfactory
- 9.5%Fair
- 0.7%Poor
- Bridge Condition - Superstructure
- 4.9%Excellent
- 9.4%Very good
- 53.8%Good
- 24.5%Satisfactory
- 7.0%Fair
- 0.3%Poor
- Bridge Condition - Substructure
- 3.5%Excellent
- 11.2%Very good
- 50.3%Good
- 26.2%Satisfactory
- 7.7%Fair
- 1.0%Poor
- Bridge Condition - Channel
- 2.2%Excellent
- 16.3%Very good
- 37.2%Good
- 31.7%Satisfactory
- 12.0%Fair
- 0.7%Poor
- Bridge Condition - Culverts
- 3.1%Excellent
- 6.6%Very good
- 47.6%Good
- 30.8%Satisfactory
- 11.9%Fair
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Structure Number: 4, Location: 1 MILE N OAKMAN HWY (Lat: 33.735972, Lng: -87.359611), Route carried "on" structure: County highway , Year Built: 1900, Status: Closed, Structure Length: 4.82m (15.81ft), Average Daily Traffic: 150 (year 1991), Truck Traffic: 1%, Average Future Daily Traffic: 210 (year 2033), Design Load: H 15, Features Intersected: LOST CREEK, Facility Carried by Structure: KINGS MILL ROAD
Minimum Vertical Clearance: 4.02m (13.19ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 5, Length of Maximum Span: 25.6m (84.0ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 3.7m (12.1ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Satisfactory, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: High priority of replacement, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 5.83m (19.13ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 3 months, Inspection Date: January 2013, Critical Feature Inspection Date: Febuary 2013, Other Special Inspection Date: January 2013, Bridge Improvement Cost: $480,000, Roadway Improvement Cost: $48,000, Total Project Cost: $528,000 ( Estimate for 2022), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 4, Location: 1 MILE N OAKMAN HWY (Lat: 33.735972, Lng: -87.359611), Route carried "on" structure: County highway , Year Built: 1900, Status: Closed, Structure Length: 4.82m (15.81ft), Average Daily Traffic: 150 (year 1991), Truck Traffic: 1%, Average Future Daily Traffic: 210 (year 2033), Design Load: H 15, Features Intersected: LOST CREEK, Facility Carried by Structure: KINGS MILL ROAD
Minimum Vertical Clearance: 4.02m (13.19ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 5, Length of Maximum Span: 25.6m (84.0ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 3.7m (12.1ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Satisfactory, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: High priority of replacement, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 5.83m (19.13ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 3 months, Inspection Date: January 2013, Critical Feature Inspection Date: Febuary 2013, Other Special Inspection Date: January 2013, Bridge Improvement Cost: $480,000, Roadway Improvement Cost: $48,000, Total Project Cost: $528,000 ( Estimate for 2022), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 19, Location: 1 MI SE NEW MARKET (Lat: 34.892825, Lng: -86.422089), Route carried "on" structure: County highway 438, Year Built: 1900, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 250 (year 1992), Truck Traffic: 1%, Average Future Daily Traffic: 290 (year 2035), Design Load: H 15, Features Intersected: RODGERS BRANCH, Facility Carried by Structure: JACKS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.3m (24.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 35.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.14m (7.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $407,000, Roadway Improvement Cost: $41,000, Total Project Cost: $448,000 ( Estimate for 2022)
Structure Number: 19, Location: 1 MI SE NEW MARKET (Lat: 34.892825, Lng: -86.422089), Route carried "on" structure: County highway 438, Year Built: 1900, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 250 (year 1992), Truck Traffic: 1%, Average Future Daily Traffic: 290 (year 2035), Design Load: H 15, Features Intersected: RODGERS BRANCH, Facility Carried by Structure: JACKS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.3m (24.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 35.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.14m (7.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $407,000, Roadway Improvement Cost: $41,000, Total Project Cost: $448,000 ( Estimate for 2022)
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Structure Number: 108, Location: 3 MI S E CO 51 HICKH RD.3 (Lat: 32.847753, Lng: -87.159478), Route carried "on" structure: County highway 3, Year Built: 1993, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 33 (year 1989), Average Future Daily Traffic: 50 (year 2030), Design Load: HS 20, Features Intersected: Hickory Hollow Ck.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, 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: 65.9 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: Equal to present minimum criteria, Length Of Structure Improvement: 1.26m (4.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $306,000, Roadway Improvement Cost: $31,000, Total Project Cost: $337,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 108, Location: 3 MI S E CO 51 HICKH RD.3 (Lat: 32.847753, Lng: -87.159478), Route carried "on" structure: County highway 3, Year Built: 1993, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 33 (year 1989), Average Future Daily Traffic: 50 (year 2030), Design Load: HS 20, Features Intersected: Hickory Hollow Ck.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, 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: 65.9 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: Equal to present minimum criteria, Length Of Structure Improvement: 1.26m (4.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $306,000, Roadway Improvement Cost: $31,000, Total Project Cost: $337,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 118, Location: 6.0 MI East I-20/59 (Lat: 32.880128, Lng: -87.867100), Route carried "on" structure: US 11, Year Built: 1918, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 2,088 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 5,896 (year 2041), Design Load: H 15, Features Intersected: Jordan Branch, Facility Carried by Structure: AL-7
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 76.669, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 64.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.64m (5.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $323,000, Roadway Improvement Cost: $32,000, Total Project Cost: $355,000 ( Estimate for 2022)
Structure Number: 118, Location: 6.0 MI East I-20/59 (Lat: 32.880128, Lng: -87.867100), Route carried "on" structure: US 11, Year Built: 1918, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 2,088 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 5,896 (year 2041), Design Load: H 15, Features Intersected: Jordan Branch, Facility Carried by Structure: AL-7
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 76.669, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 64.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.64m (5.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $323,000, Roadway Improvement Cost: $32,000, Total Project Cost: $355,000 ( Estimate for 2022)
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Structure Number: 216, Location: 1.0 MI E OF CO RD 37 (Lat: 32.116442, Lng: -85.939994), Route carried "on" structure: US 82, Year Built: 1924, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 1,110 (year 2013), Truck Traffic: 27%, Average Future Daily Traffic: 1,437 (year 2033), Design Load: H 15, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 295.030, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 48.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.2 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: 1.61m (5.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $316,000, Roadway Improvement Cost: $32,000, Total Project Cost: $348,000 ( Estimate for 2022)
Structure Number: 216, Location: 1.0 MI E OF CO RD 37 (Lat: 32.116442, Lng: -85.939994), Route carried "on" structure: US 82, Year Built: 1924, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 1,110 (year 2013), Truck Traffic: 27%, Average Future Daily Traffic: 1,437 (year 2033), Design Load: H 15, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 295.030, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 48.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.2 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: 1.61m (5.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $316,000, Roadway Improvement Cost: $32,000, Total Project Cost: $348,000 ( Estimate for 2022)
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Structure Number: 313, Location: 2 MI E JCT US HWY 431 (Lat: 34.658692, Lng: -86.453267), Route carried "on" structure: County highway 220, Year Built: 1925, Status: Closed, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 520 (year 1987), Truck Traffic: 1%, Average Future Daily Traffic: 800 (year 2035), Features Intersected: FLINT RIVER RELIEF, Facility Carried by Structure: OLD 431 HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.5m (18.0ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.34m (7.68ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: Febuary 2019, Other Special Inspection Date: Febuary 2019, Bridge Improvement Cost: $337,000, Roadway Improvement Cost: $34,000, Total Project Cost: $371,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 313, Location: 2 MI E JCT US HWY 431 (Lat: 34.658692, Lng: -86.453267), Route carried "on" structure: County highway 220, Year Built: 1925, Status: Closed, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 520 (year 1987), Truck Traffic: 1%, Average Future Daily Traffic: 800 (year 2035), Features Intersected: FLINT RIVER RELIEF, Facility Carried by Structure: OLD 431 HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.5m (18.0ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.34m (7.68ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: Febuary 2019, Other Special Inspection Date: Febuary 2019, Bridge Improvement Cost: $337,000, Roadway Improvement Cost: $34,000, Total Project Cost: $371,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 314, Location: 2.6 MI E JCT US HWY431 (Lat: 34.648158, Lng: -86.445336), Route carried "on" structure: County highway 220, Year Built: 1925, Status: Closed, Structure Length: 8.90m (29.20ft), Average Daily Traffic: 1,000 (year 1992), Truck Traffic: 1%, Average Future Daily Traffic: 800 (year 2032), Design Load: H 10, Features Intersected: FLINT RIVER RELIEF, Facility Carried by Structure: OLD 431 HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 9.87m (32.38ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: January 2020, Other Special Inspection Date: January 2020, Bridge Improvement Cost: $1,422,000, Roadway Improvement Cost: $142,000, Total Project Cost: $1,564,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 314, Location: 2.6 MI E JCT US HWY431 (Lat: 34.648158, Lng: -86.445336), Route carried "on" structure: County highway 220, Year Built: 1925, Status: Closed, Structure Length: 8.90m (29.20ft), Average Daily Traffic: 1,000 (year 1992), Truck Traffic: 1%, Average Future Daily Traffic: 800 (year 2032), Design Load: H 10, Features Intersected: FLINT RIVER RELIEF, Facility Carried by Structure: OLD 431 HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 9.87m (32.38ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: January 2020, Other Special Inspection Date: January 2020, Bridge Improvement Cost: $1,422,000, Roadway Improvement Cost: $142,000, Total Project Cost: $1,564,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 34, Location: 1 MI.E.OF CO RD 15 (Lat: 31.824358, Lng: -86.810542), Route carried "on" structure: State highway 10, Year Built: 1926, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,380 (year 2013), Truck Traffic: 16%, Average Future Daily Traffic: 1,797 (year 2033), Design Load: H 15, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 179.582, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Concrete continuous, 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: 80.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $240,000, Roadway Improvement Cost: $24,000, Total Project Cost: $264,000 ( Estimate for 2022)
Structure Number: 34, Location: 1 MI.E.OF CO RD 15 (Lat: 31.824358, Lng: -86.810542), Route carried "on" structure: State highway 10, Year Built: 1926, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,380 (year 2013), Truck Traffic: 16%, Average Future Daily Traffic: 1,797 (year 2033), Design Load: H 15, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 179.582, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Concrete continuous, 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: 80.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $240,000, Roadway Improvement Cost: $24,000, Total Project Cost: $264,000 ( Estimate for 2022)
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Structure Number: 406, Location: BROAD ST * COOSA RIVER (Lat: 34.010300, Lng: -85.997700), Route carried "on" structure: City street , Year Built: 1927, Status: Posted for load, Structure Length: 41.15m (135.01ft), Average Daily Traffic: 16,100 (year 2022), Truck Traffic: 1%, Average Future Daily Traffic: 24,000 (year 2042), Design Load: H 15, Features Intersected: COOSA RIVER, Facility Carried by Structure: BROAD ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.249, Lanes on structure: 2, Lanes under structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Navigation Control: Yes ( Vertical Clearance: 13.7m (44.9ft), Horizontal Clearance: 41.5m (136.2ft)), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 12, Length of Maximum Span: 41.8m (137.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 9.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 6.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Underclear: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 41.15m (135.01ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: Febuary 2022, Underwater Inspection Date: May 2018, Other Special Inspection Date: Febuary 2022, Bridge Improvement Cost: $9,876,000, Roadway Improvement Cost: $988,000, Total Project Cost: $10,864,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 406, Location: BROAD ST * COOSA RIVER (Lat: 34.010300, Lng: -85.997700), Route carried "on" structure: City street , Year Built: 1927, Status: Posted for load, Structure Length: 41.15m (135.01ft), Average Daily Traffic: 16,100 (year 2022), Truck Traffic: 1%, Average Future Daily Traffic: 24,000 (year 2042), Design Load: H 15, Features Intersected: COOSA RIVER, Facility Carried by Structure: BROAD ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.249, Lanes on structure: 2, Lanes under structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Navigation Control: Yes ( Vertical Clearance: 13.7m (44.9ft), Horizontal Clearance: 41.5m (136.2ft)), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 12, Length of Maximum Span: 41.8m (137.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 9.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 6.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Underclear: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 41.15m (135.01ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: Febuary 2022, Underwater Inspection Date: May 2018, Other Special Inspection Date: Febuary 2022, Bridge Improvement Cost: $9,876,000, Roadway Improvement Cost: $988,000, Total Project Cost: $10,864,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 463, Location: 7.1 MI E JCT SR 2 & I 65 (Lat: 34.751667, Lng: -86.815000), Route carried "on" structure: US 72, Year Built: 1928, Status: Open, Structure Length: 10.39m (34.09ft), Average Daily Traffic: 9,625 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 11,698 (year 2033), Design Load: H 15, Features Intersected: LIMESTONE CREEK, Facility Carried by Structure: SR 2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 135.043, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 12, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 11.30m (37.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $2,558,000, Roadway Improvement Cost: $256,000, Total Project Cost: $2,814,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 463, Location: 7.1 MI E JCT SR 2 & I 65 (Lat: 34.751667, Lng: -86.815000), Route carried "on" structure: US 72, Year Built: 1928, Status: Open, Structure Length: 10.39m (34.09ft), Average Daily Traffic: 9,625 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 11,698 (year 2033), Design Load: H 15, Features Intersected: LIMESTONE CREEK, Facility Carried by Structure: SR 2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 135.043, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 12, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 11.30m (37.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $2,558,000, Roadway Improvement Cost: $256,000, Total Project Cost: $2,814,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 52, Location: OLD HW 5 3.5MI S.WODSTOCK (Lat: 33.163356, Lng: -87.158244), Route carried "on" structure: County highway 27, Year Built: 1928, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 330 (year 1989), Truck Traffic: 20%, Average Future Daily Traffic: 500 (year 2030), Design Load: H 15, Features Intersected: JOHNSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.72m (12.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $536,000, Roadway Improvement Cost: $54,000, Total Project Cost: $590,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 52, Location: OLD HW 5 3.5MI S.WODSTOCK (Lat: 33.163356, Lng: -87.158244), Route carried "on" structure: County highway 27, Year Built: 1928, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 330 (year 1989), Truck Traffic: 20%, Average Future Daily Traffic: 500 (year 2030), Design Load: H 15, Features Intersected: JOHNSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.72m (12.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $536,000, Roadway Improvement Cost: $54,000, Total Project Cost: $590,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 521, Location: 2.85 MI. N COFFEE CO 156 (Lat: 31.413267, Lng: -85.796533), Route carried "on" structure: State highway 27, Year Built: 1928, Year Reconstructed: 1993, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 2,620 (year 2013), Truck Traffic: 11%, Average Future Daily Traffic: 3,803 (year 2033), Design Load: H 15, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 57.774, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 71.6 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.62m (5.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $533,000, Roadway Improvement Cost: $53,000, Total Project Cost: $586,000 ( Estimate for 2022)
Structure Number: 521, Location: 2.85 MI. N COFFEE CO 156 (Lat: 31.413267, Lng: -85.796533), Route carried "on" structure: State highway 27, Year Built: 1928, Year Reconstructed: 1993, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 2,620 (year 2013), Truck Traffic: 11%, Average Future Daily Traffic: 3,803 (year 2033), Design Load: H 15, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 57.774, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 71.6 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.62m (5.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $533,000, Roadway Improvement Cost: $53,000, Total Project Cost: $586,000 ( Estimate for 2022)
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Structure Number: 553, Location: 0.5 MI NE US HWY 431 (Lat: 34.629839, Lng: -86.452286), Route carried "on" structure: County highway 214, Year Built: 1928, Status: Posted for load, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 746 (year 2001), Truck Traffic: 1%, Average Future Daily Traffic: 895 (year 2040), Design Load: H 10, Features Intersected: GOOSE CREEK, Facility Carried by Structure: OLD 431 HWY
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: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 3.38m (11.09ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 8 months, Inspection Date: December 2020, Other Special Inspection Date: December 2021, Bridge Improvement Cost: $533,000, Roadway Improvement Cost: $53,000, Total Project Cost: $586,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 553, Location: 0.5 MI NE US HWY 431 (Lat: 34.629839, Lng: -86.452286), Route carried "on" structure: County highway 214, Year Built: 1928, Status: Posted for load, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 746 (year 2001), Truck Traffic: 1%, Average Future Daily Traffic: 895 (year 2040), Design Load: H 10, Features Intersected: GOOSE CREEK, Facility Carried by Structure: OLD 431 HWY
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: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 3.38m (11.09ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 8 months, Inspection Date: December 2020, Other Special Inspection Date: December 2021, Bridge Improvement Cost: $533,000, Roadway Improvement Cost: $53,000, Total Project Cost: $586,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 554, Location: 1.2 MI NE US HWY 431 (Lat: 34.638928, Lng: -86.448539), Route carried "on" structure: County highway 214, Year Built: 1928, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 1,000 (year 1992), Truck Traffic: 1%, Average Future Daily Traffic: 503 (year 2042), Design Load: H 10, Features Intersected: BERKLEY CREEK, Facility Carried by Structure: OLD 431 HWY
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: 3, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Channel: Fair, Culverts: Fair, 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, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.48m (4.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $265,000, Roadway Improvement Cost: $27,000, Total Project Cost: $292,000 ( Estimate for 2022)
Structure Number: 554, Location: 1.2 MI NE US HWY 431 (Lat: 34.638928, Lng: -86.448539), Route carried "on" structure: County highway 214, Year Built: 1928, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 1,000 (year 1992), Truck Traffic: 1%, Average Future Daily Traffic: 503 (year 2042), Design Load: H 10, Features Intersected: BERKLEY CREEK, Facility Carried by Structure: OLD 431 HWY
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: 3, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Channel: Fair, Culverts: Fair, 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, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.48m (4.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $265,000, Roadway Improvement Cost: $27,000, Total Project Cost: $292,000 ( Estimate for 2022)
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Structure Number: 558, Location: 2.2 MI E JCT US HWY 431 (Lat: 34.653392, Lng: -86.449806), Route carried "on" structure: County highway 220, Year Built: 1928, Status: Closed, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 1,000 (year 1992), Truck Traffic: 1%, Average Future Daily Traffic: 770 (year 2035), Design Load: H 10, Features Intersected: FLINT RIVER RELIEF, Facility Carried by Structure: OLD 431 HWY
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: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 5.5m (18.0ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.66m (12.01ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: January 2019, Other Special Inspection Date: January 2019, Bridge Improvement Cost: $527,000, Roadway Improvement Cost: $53,000, Total Project Cost: $580,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 558, Location: 2.2 MI E JCT US HWY 431 (Lat: 34.653392, Lng: -86.449806), Route carried "on" structure: County highway 220, Year Built: 1928, Status: Closed, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 1,000 (year 1992), Truck Traffic: 1%, Average Future Daily Traffic: 770 (year 2035), Design Load: H 10, Features Intersected: FLINT RIVER RELIEF, Facility Carried by Structure: OLD 431 HWY
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: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 5.5m (18.0ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.66m (12.01ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: January 2019, Other Special Inspection Date: January 2019, Bridge Improvement Cost: $527,000, Roadway Improvement Cost: $53,000, Total Project Cost: $580,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 582, Location: 1.7 MI W JCT US72 * SR255 (Lat: 34.750028, Lng: -86.696906), Route carried "on" structure: US 72, Year Built: 1929, Status: Open, Structure Length: 7.25m (23.79ft), Average Daily Traffic: 24,159 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 33,823 (year 2038), Design Load: H 15, Features Intersected: INDIAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 146.837, 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: 17.4m (57.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 40.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.4 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: Better than present minimum criteria, Length Of Structure Improvement: 8.28m (27.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $1,874,000, Roadway Improvement Cost: $187,000, Total Project Cost: $2,061,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 582, Location: 1.7 MI W JCT US72 * SR255 (Lat: 34.750028, Lng: -86.696906), Route carried "on" structure: US 72, Year Built: 1929, Status: Open, Structure Length: 7.25m (23.79ft), Average Daily Traffic: 24,159 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 33,823 (year 2038), Design Load: H 15, Features Intersected: INDIAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 146.837, 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: 17.4m (57.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 40.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.4 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: Better than present minimum criteria, Length Of Structure Improvement: 8.28m (27.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $1,874,000, Roadway Improvement Cost: $187,000, Total Project Cost: $2,061,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 603, Location: ETHELSVILLE (Lat: 33.418633, Lng: -88.222339), Route carried "on" structure: County highway 30, Year Built: 1929, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 4,690 (year 1998), Truck Traffic: 23%, Average Future Daily Traffic: 7,400 (year 2034), Design Load: H 15, Features Intersected: NASH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.399, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), 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: Good, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.6 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: 1.61m (5.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $455,000, Roadway Improvement Cost: $46,000, Total Project Cost: $501,000 ( Estimate for 2022)
Structure Number: 603, Location: ETHELSVILLE (Lat: 33.418633, Lng: -88.222339), Route carried "on" structure: County highway 30, Year Built: 1929, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 4,690 (year 1998), Truck Traffic: 23%, Average Future Daily Traffic: 7,400 (year 2034), Design Load: H 15, Features Intersected: NASH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.399, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), 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: Good, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.6 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: 1.61m (5.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $455,000, Roadway Improvement Cost: $46,000, Total Project Cost: $501,000 ( Estimate for 2022)
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Structure Number: 749, Location: 2.5 MI N CO RD 84 (Lat: 31.004264, Lng: -88.025914), Route carried "on" structure: US 43, Year Built: 1930, Year Reconstructed: 1991, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 18,927 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 28,391 (year 2038), Design Load: HS 20, Features Intersected: PAULINES BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.442, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.3m (73.2ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 63.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.64m (5.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $996,000, Roadway Improvement Cost: $100,000, Total Project Cost: $1,096,000 ( Estimate for 2022)
Structure Number: 749, Location: 2.5 MI N CO RD 84 (Lat: 31.004264, Lng: -88.025914), Route carried "on" structure: US 43, Year Built: 1930, Year Reconstructed: 1991, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 18,927 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 28,391 (year 2038), Design Load: HS 20, Features Intersected: PAULINES BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.442, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.3m (73.2ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 63.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.64m (5.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $996,000, Roadway Improvement Cost: $100,000, Total Project Cost: $1,096,000 ( Estimate for 2022)
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Structure Number: 961, Location: US 11 * STEELE (Lat: 33.951667, Lng: -86.192222), Route carried "on" structure: US 11, Year Built: 1932, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,970 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 2,581 (year 2040), Features Intersected: BRANCH
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 296.913, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 54.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 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: 1.68m (5.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $320,000, Roadway Improvement Cost: $32,000, Total Project Cost: $352,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 961, Location: US 11 * STEELE (Lat: 33.951667, Lng: -86.192222), Route carried "on" structure: US 11, Year Built: 1932, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,970 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 2,581 (year 2040), Features Intersected: BRANCH
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 296.913, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 54.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 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: 1.68m (5.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $320,000, Roadway Improvement Cost: $32,000, Total Project Cost: $352,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 976, Location: 0.1 MI N WEOGUFKA ROAD (Lat: 33.085028, Lng: -86.247444), Route carried "on" structure: US 231, Year Built: 1932, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 3,608 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 5,051 (year 2039), Design Load: H 15, Features Intersected: SHELTON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 327.437, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 45.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.85m (15.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $897,000, Roadway Improvement Cost: $90,000, Total Project Cost: $987,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 976, Location: 0.1 MI N WEOGUFKA ROAD (Lat: 33.085028, Lng: -86.247444), Route carried "on" structure: US 231, Year Built: 1932, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 3,608 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 5,051 (year 2039), Design Load: H 15, Features Intersected: SHELTON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 327.437, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 45.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.85m (15.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $897,000, Roadway Improvement Cost: $90,000, Total Project Cost: $987,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 978, Location: 1.3 MI W JCT CR 119 (Lat: 34.677714, Lng: -86.208103), Route carried "on" structure: County highway 30, Year Built: 1932, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 120 (year 1989), Truck Traffic: 3%, Average Future Daily Traffic: 263 (year 2039), Design Load: H 10, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Fair, Superstructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.02m (6.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $290,000, Roadway Improvement Cost: $29,000, Total Project Cost: $319,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 978, Location: 1.3 MI W JCT CR 119 (Lat: 34.677714, Lng: -86.208103), Route carried "on" structure: County highway 30, Year Built: 1932, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 120 (year 1989), Truck Traffic: 3%, Average Future Daily Traffic: 263 (year 2039), Design Load: H 10, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Fair, Superstructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.02m (6.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $290,000, Roadway Improvement Cost: $29,000, Total Project Cost: $319,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 11, Location: 2.4 M E JCT SR 20 & SR 33 (Lat: 34.652139, Lng: -87.248111), Route carried "on" structure: State highway 20, Year Built: 1934, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 11,290 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 15,206 (year 2033), Design Load: H 15, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 85.224, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.8m (48.6ft), Skew: 11 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.84m (6.04ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $1,283,000, Roadway Improvement Cost: $128,000, Total Project Cost: $1,411,000 ( Estimate for 2022)
Structure Number: 11, Location: 2.4 M E JCT SR 20 & SR 33 (Lat: 34.652139, Lng: -87.248111), Route carried "on" structure: State highway 20, Year Built: 1934, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 11,290 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 15,206 (year 2033), Design Load: H 15, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 85.224, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.8m (48.6ft), Skew: 11 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.84m (6.04ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $1,283,000, Roadway Improvement Cost: $128,000, Total Project Cost: $1,411,000 ( Estimate for 2022)
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Structure Number: 1128, Location: 1 MI W JCT I65 * US278 (Lat: 34.173333, Lng: -86.893333), Route carried "on" structure: US 278, Year Built: 1934, Status: Open, Structure Length: 6.55m (21.49ft), Average Daily Traffic: 10,007 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 14,010 (year 2040), Design Load: H 15, Features Intersected: BIG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 122.910, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 57.3 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: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 7.59m (24.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $1,405,000, Roadway Improvement Cost: $141,000, Total Project Cost: $1,546,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1128, Location: 1 MI W JCT I65 * US278 (Lat: 34.173333, Lng: -86.893333), Route carried "on" structure: US 278, Year Built: 1934, Status: Open, Structure Length: 6.55m (21.49ft), Average Daily Traffic: 10,007 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 14,010 (year 2040), Design Load: H 15, Features Intersected: BIG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 122.910, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 57.3 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: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 7.59m (24.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $1,405,000, Roadway Improvement Cost: $141,000, Total Project Cost: $1,546,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1176, Location: CITY OF SYLACAUGA (Lat: 33.170000, Lng: -86.266667), Route carried "on" structure: City street , Year Built: 1935, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 6,900 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 10,500 (year 2041), Design Load: H 15, Features Intersected: TALLASEEHATCHEE CREEK, Facility Carried by Structure: OLD US 280 CO 511
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.599, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.6m (21.7ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 57.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.59m (5.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $458,000, Roadway Improvement Cost: $46,000, Total Project Cost: $504,000 ( Estimate for 2022)
Structure Number: 1176, Location: CITY OF SYLACAUGA (Lat: 33.170000, Lng: -86.266667), Route carried "on" structure: City street , Year Built: 1935, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 6,900 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 10,500 (year 2041), Design Load: H 15, Features Intersected: TALLASEEHATCHEE CREEK, Facility Carried by Structure: OLD US 280 CO 511
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.599, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.6m (21.7ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 57.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.59m (5.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $458,000, Roadway Improvement Cost: $46,000, Total Project Cost: $504,000 ( Estimate for 2022)
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Structure Number: 1192, Location: 0.2 MI W CHEROKEE #6 (Lat: 33.989792, Lng: -85.733292), Route carried "on" structure: County highway 6, Year Built: 1935, Status: Posted for load, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 120 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 178 (year 2040), Design Load: H 15, Features Intersected: BALL PLAY CREEK, Facility Carried by Structure: CHEROKEE #314
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 15.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 8.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.09m (10.14ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: January 2022, Other Special Inspection Date: January 2022, Bridge Improvement Cost: $339,000, Roadway Improvement Cost: $34,000, Total Project Cost: $373,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1192, Location: 0.2 MI W CHEROKEE #6 (Lat: 33.989792, Lng: -85.733292), Route carried "on" structure: County highway 6, Year Built: 1935, Status: Posted for load, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 120 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 178 (year 2040), Design Load: H 15, Features Intersected: BALL PLAY CREEK, Facility Carried by Structure: CHEROKEE #314
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 15.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 8.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.09m (10.14ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: January 2022, Other Special Inspection Date: January 2022, Bridge Improvement Cost: $339,000, Roadway Improvement Cost: $34,000, Total Project Cost: $373,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1217, Location: 0.3 MI E CO RD 1088 (Lat: 34.770406, Lng: -86.707950), Route carried "on" structure: County highway 18, Year Built: 1956, Status: Posted for load, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 8,342 (year 2003), Truck Traffic: 1%, Average Future Daily Traffic: 10,010 (year 2035), Design Load: H 15, Features Intersected: INDIAN CREEK, Facility Carried by Structure: OLD MONROVIA RD
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: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 37.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 6.20m (20.34ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: November 2020, Other Special Inspection Date: November 2021, Bridge Improvement Cost: $1,063,000, Roadway Improvement Cost: $106,000, Total Project Cost: $1,169,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1217, Location: 0.3 MI E CO RD 1088 (Lat: 34.770406, Lng: -86.707950), Route carried "on" structure: County highway 18, Year Built: 1956, Status: Posted for load, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 8,342 (year 2003), Truck Traffic: 1%, Average Future Daily Traffic: 10,010 (year 2035), Design Load: H 15, Features Intersected: INDIAN CREEK, Facility Carried by Structure: OLD MONROVIA RD
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: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 37.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 6.20m (20.34ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: November 2020, Other Special Inspection Date: November 2021, Bridge Improvement Cost: $1,063,000, Roadway Improvement Cost: $106,000, Total Project Cost: $1,169,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1339, Location: 1005 MASTIN LAKE RD (Lat: 34.770000, Lng: -86.583333), Route carried "on" structure: City street , Year Built: 1935, Year Reconstructed: 1994, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 6,700 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 12,544 (year 2037), Design Load: HS 20, Features Intersected: PINHOOK CREEK, Facility Carried by Structure: MASTIN LAKE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.6m (31.5ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.0m (13.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 19.8m (65.0ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 69.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.86m (6.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $720,000, Roadway Improvement Cost: $72,000, Total Project Cost: $792,000 ( Estimate for 2022)
Structure Number: 1339, Location: 1005 MASTIN LAKE RD (Lat: 34.770000, Lng: -86.583333), Route carried "on" structure: City street , Year Built: 1935, Year Reconstructed: 1994, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 6,700 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 12,544 (year 2037), Design Load: HS 20, Features Intersected: PINHOOK CREEK, Facility Carried by Structure: MASTIN LAKE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.6m (31.5ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.0m (13.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 19.8m (65.0ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 69.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.86m (6.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $720,000, Roadway Improvement Cost: $72,000, Total Project Cost: $792,000 ( Estimate for 2022)
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Structure Number: 1358, Location: 0.2 N CO RD JCT 220 (Lat: 34.640969, Lng: -86.407831), Route carried "on" structure: County highway 413, Year Built: 1935, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 595 (year 1992), Truck Traffic: 1%, Average Future Daily Traffic: 805 (year 2040), Design Load: H 15, Features Intersected: COLLIER BRANCH, Facility Carried by Structure: MCMULLEN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Masonry, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.58m (5.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $219,000, Roadway Improvement Cost: $22,000, Total Project Cost: $241,000 ( Estimate for 2022)
Structure Number: 1358, Location: 0.2 N CO RD JCT 220 (Lat: 34.640969, Lng: -86.407831), Route carried "on" structure: County highway 413, Year Built: 1935, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 595 (year 1992), Truck Traffic: 1%, Average Future Daily Traffic: 805 (year 2040), Design Load: H 15, Features Intersected: COLLIER BRANCH, Facility Carried by Structure: MCMULLEN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Masonry, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.58m (5.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $219,000, Roadway Improvement Cost: $22,000, Total Project Cost: $241,000 ( Estimate for 2022)
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Structure Number: 1367, Location: 0.9 MI N. JCT US 72 (Lat: 34.770000, Lng: -86.748333), Route carried "on" structure: City street , Year Built: 1919, Year Reconstructed: 1936, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 22,500 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 31,500 (year 2035), Design Load: H 15, Features Intersected: KNOX CREEK, Facility Carried by Structure: WALL TRIANA RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Fair, 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 replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $321,000, Roadway Improvement Cost: $32,000, Total Project Cost: $353,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1367, Location: 0.9 MI N. JCT US 72 (Lat: 34.770000, Lng: -86.748333), Route carried "on" structure: City street , Year Built: 1919, Year Reconstructed: 1936, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 22,500 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 31,500 (year 2035), Design Load: H 15, Features Intersected: KNOX CREEK, Facility Carried by Structure: WALL TRIANA RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Fair, 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 replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $321,000, Roadway Improvement Cost: $32,000, Total Project Cost: $353,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1415, Location: IN CITY OF FORT PAYNE (Lat: 34.411925, Lng: -85.749647), Route carried "on" structure: US 11, Year Built: 1936, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 4,706 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 6,588 (year 2038), Design Load: H 15, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 363.353, 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: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.65m (5.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $382,000, Roadway Improvement Cost: $38,000, Total Project Cost: $420,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1415, Location: IN CITY OF FORT PAYNE (Lat: 34.411925, Lng: -85.749647), Route carried "on" structure: US 11, Year Built: 1936, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 4,706 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 6,588 (year 2038), Design Load: H 15, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 363.353, 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: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.65m (5.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $382,000, Roadway Improvement Cost: $38,000, Total Project Cost: $420,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1505, Location: 0.7 MI E CO RD 384 (Lat: 34.532022, Lng: -86.376836), Route carried "on" structure: County highway 170, Year Built: 1936, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 500 (year 2001), Truck Traffic: 1%, Average Future Daily Traffic: 642 (year 2042), Design Load: H 15, Features Intersected: POND CREEK, Facility Carried by Structure: PAINT ROCK RD
Minimum Vertical Clearance: 0.00m, Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Masonry, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Channel: Fair, Culverts: Fair, 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, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.77m (5.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $225,000, Roadway Improvement Cost: $23,000, Total Project Cost: $248,000 ( Estimate for 2022)
Structure Number: 1505, Location: 0.7 MI E CO RD 384 (Lat: 34.532022, Lng: -86.376836), Route carried "on" structure: County highway 170, Year Built: 1936, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 500 (year 2001), Truck Traffic: 1%, Average Future Daily Traffic: 642 (year 2042), Design Load: H 15, Features Intersected: POND CREEK, Facility Carried by Structure: PAINT ROCK RD
Minimum Vertical Clearance: 0.00m, Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Masonry, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Channel: Fair, Culverts: Fair, 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, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.77m (5.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $225,000, Roadway Improvement Cost: $23,000, Total Project Cost: $248,000 ( Estimate for 2022)
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Structure Number: 151, Location: 100 FT N JCT CO RD 075 (Lat: 34.861111, Lng: -86.642656), Route carried "on" structure: County highway 280, Year Built: 1936, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 6,303 (year 2001), Truck Traffic: 1%, Average Future Daily Traffic: 7,563 (year 2034), Features Intersected: BEAVER DAM CREEK, Facility Carried by Structure: PULASKI PIKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Poor, 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, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.37m (7.78ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: April 2020, Underwater Inspection Date: July 2020, Bridge Improvement Cost: $471,000, Roadway Improvement Cost: $47,000, Total Project Cost: $518,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 151, Location: 100 FT N JCT CO RD 075 (Lat: 34.861111, Lng: -86.642656), Route carried "on" structure: County highway 280, Year Built: 1936, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 6,303 (year 2001), Truck Traffic: 1%, Average Future Daily Traffic: 7,563 (year 2034), Features Intersected: BEAVER DAM CREEK, Facility Carried by Structure: PULASKI PIKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Poor, 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, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.37m (7.78ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: April 2020, Underwater Inspection Date: July 2020, Bridge Improvement Cost: $471,000, Roadway Improvement Cost: $47,000, Total Project Cost: $518,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1532, Location: 0.9 MI W CO RT 4 (Lat: 34.802833, Lng: -87.836972), Route carried "on" structure: County highway 180, Year Built: 1937, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 25 (year 1989), Average Future Daily Traffic: 50 (year 2030), Features Intersected: SINKING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 5.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 3.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.65m (5.41ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: January 2021, Other Special Inspection Date: January 2022, Bridge Improvement Cost: $238,000, Roadway Improvement Cost: $24,000, Total Project Cost: $262,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1532, Location: 0.9 MI W CO RT 4 (Lat: 34.802833, Lng: -87.836972), Route carried "on" structure: County highway 180, Year Built: 1937, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 25 (year 1989), Average Future Daily Traffic: 50 (year 2030), Features Intersected: SINKING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 5.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 3.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.65m (5.41ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: January 2021, Other Special Inspection Date: January 2022, Bridge Improvement Cost: $238,000, Roadway Improvement Cost: $24,000, Total Project Cost: $262,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1594, Location: 1.8 MI E CO 51 (Lat: 34.939567, Lng: -87.335844), Route carried "on" structure: County highway 88, Year Built: 1937, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 453 (year 2000), Truck Traffic: 10%, Average Future Daily Traffic: 420 (year 2031), Features Intersected: SECOND CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 14.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 10.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.61m (5.28ft), 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: $232,000, Roadway Improvement Cost: $23,000, Total Project Cost: $255,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1594, Location: 1.8 MI E CO 51 (Lat: 34.939567, Lng: -87.335844), Route carried "on" structure: County highway 88, Year Built: 1937, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 453 (year 2000), Truck Traffic: 10%, Average Future Daily Traffic: 420 (year 2031), Features Intersected: SECOND CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 14.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 10.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.61m (5.28ft), 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: $232,000, Roadway Improvement Cost: $23,000, Total Project Cost: $255,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1657, Location: 0.2 MI SE JCT CO RD413 (Lat: 34.634908, Lng: -86.403700), Route carried "on" structure: County highway 220, Year Built: 1937, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 595 (year 1992), Truck Traffic: 1%, Average Future Daily Traffic: 775 (year 2040), Design Load: H 15, Features Intersected: GOOSE CREEK, Facility Carried by Structure: CHERRY TREE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 63.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.31m (7.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $364,000, Roadway Improvement Cost: $36,000, Total Project Cost: $400,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1657, Location: 0.2 MI SE JCT CO RD413 (Lat: 34.634908, Lng: -86.403700), Route carried "on" structure: County highway 220, Year Built: 1937, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 595 (year 1992), Truck Traffic: 1%, Average Future Daily Traffic: 775 (year 2040), Design Load: H 15, Features Intersected: GOOSE CREEK, Facility Carried by Structure: CHERRY TREE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 63.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.31m (7.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $364,000, Roadway Improvement Cost: $36,000, Total Project Cost: $400,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1676, Location: 0.25 MI SO FAP RT 116 (Lat: 34.822211, Lng: -86.472817), Route carried "on" structure: County highway 427, Year Built: 1937, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 3,451 (year 2001), Truck Traffic: 1%, Average Future Daily Traffic: 4,141 (year 2035), Design Load: H 15, Features Intersected: BELL FACTORY BRANCH, Facility Carried by Structure: BELL FACTORY RD
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Masonry, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Channel: Fair, Culverts: Fair, 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, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.74m (5.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $222,000, Roadway Improvement Cost: $22,000, Total Project Cost: $244,000 ( Estimate for 2022)
Structure Number: 1676, Location: 0.25 MI SO FAP RT 116 (Lat: 34.822211, Lng: -86.472817), Route carried "on" structure: County highway 427, Year Built: 1937, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 3,451 (year 2001), Truck Traffic: 1%, Average Future Daily Traffic: 4,141 (year 2035), Design Load: H 15, Features Intersected: BELL FACTORY BRANCH, Facility Carried by Structure: BELL FACTORY RD
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Masonry, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Channel: Fair, Culverts: Fair, 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, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.74m (5.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $222,000, Roadway Improvement Cost: $22,000, Total Project Cost: $244,000 ( Estimate for 2022)
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Structure Number: 1681, Location: 1.15 MI N. JCT. US 72 (Lat: 34.765000, Lng: -86.748333), Route carried "on" structure: City street , Year Built: 1919, Year Reconstructed: 1938, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 22,500 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 31,500 (year 2035), Design Load: H 15, Features Intersected: KNOX CREEK, Facility Carried by Structure: WALL TRIANA HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Fair, 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 replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $348,000, Roadway Improvement Cost: $35,000, Total Project Cost: $383,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1681, Location: 1.15 MI N. JCT. US 72 (Lat: 34.765000, Lng: -86.748333), Route carried "on" structure: City street , Year Built: 1919, Year Reconstructed: 1938, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 22,500 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 31,500 (year 2035), Design Load: H 15, Features Intersected: KNOX CREEK, Facility Carried by Structure: WALL TRIANA HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Fair, 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 replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $348,000, Roadway Improvement Cost: $35,000, Total Project Cost: $383,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1745, Location: 2.5 MI. S.SR 106 (Lat: 31.534133, Lng: -86.323400), Route carried "on" structure: US 29, Year Built: 1938, Status: Open, Structure Length: 3.38m (11.09ft), Average Daily Traffic: 1,440 (year 2013), Truck Traffic: 13%, Average Future Daily Traffic: 1,963 (year 2033), Design Load: H 15, Features Intersected: DOUBLE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 107.974, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 35.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.1 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.27m (14.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $762,000, Roadway Improvement Cost: $76,000, Total Project Cost: $838,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1745, Location: 2.5 MI. S.SR 106 (Lat: 31.534133, Lng: -86.323400), Route carried "on" structure: US 29, Year Built: 1938, Status: Open, Structure Length: 3.38m (11.09ft), Average Daily Traffic: 1,440 (year 2013), Truck Traffic: 13%, Average Future Daily Traffic: 1,963 (year 2033), Design Load: H 15, Features Intersected: DOUBLE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 107.974, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 35.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.1 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.27m (14.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $762,000, Roadway Improvement Cost: $76,000, Total Project Cost: $838,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1788, Location: 2.0 MI N ALA HWY 53 (Lat: 34.814250, Lng: -86.660528), Route carried "on" structure: County highway 61, Year Built: 1938, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 420 (year 1992), Truck Traffic: 1%, Average Future Daily Traffic: 550 (year 2034), Design Load: H 15, Features Intersected: KELLY SPRING BRANCH, Facility Carried by Structure: NICK FITCHARD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Masonry, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Channel: Fair, Culverts: Fair, 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, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.92m (6.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $244,000, Roadway Improvement Cost: $24,000, Total Project Cost: $268,000 ( Estimate for 2022)
Structure Number: 1788, Location: 2.0 MI N ALA HWY 53 (Lat: 34.814250, Lng: -86.660528), Route carried "on" structure: County highway 61, Year Built: 1938, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 420 (year 1992), Truck Traffic: 1%, Average Future Daily Traffic: 550 (year 2034), Design Load: H 15, Features Intersected: KELLY SPRING BRANCH, Facility Carried by Structure: NICK FITCHARD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Masonry, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Channel: Fair, Culverts: Fair, 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, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.92m (6.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $244,000, Roadway Improvement Cost: $24,000, Total Project Cost: $268,000 ( Estimate for 2022)
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Structure Number: 1869, Location: 1.2 MI NE JCT CO RD 220 (Lat: 34.659067, Lng: -86.425881), Route carried "on" structure: County highway 351, Year Built: 1938, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 347 (year 2003), Truck Traffic: 1%, Average Future Daily Traffic: 420 (year 2035), Design Load: H 15, Features Intersected: BUCK DITCH, Facility Carried by Structure: ESSLINGER RD
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: Masonry, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Culverts: Fair, 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, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.92m (6.30ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Other Special Inspection Date: Febuary 2021, Bridge Improvement Cost: $244,000, Roadway Improvement Cost: $24,000, Total Project Cost: $268,000 ( Estimate for 2022)
Structure Number: 1869, Location: 1.2 MI NE JCT CO RD 220 (Lat: 34.659067, Lng: -86.425881), Route carried "on" structure: County highway 351, Year Built: 1938, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 347 (year 2003), Truck Traffic: 1%, Average Future Daily Traffic: 420 (year 2035), Design Load: H 15, Features Intersected: BUCK DITCH, Facility Carried by Structure: ESSLINGER RD
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: Masonry, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Culverts: Fair, 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, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.92m (6.30ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Other Special Inspection Date: Febuary 2021, Bridge Improvement Cost: $244,000, Roadway Improvement Cost: $24,000, Total Project Cost: $268,000 ( Estimate for 2022)