Bridge Statistics for Billingsley, Alabama (AL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 16Number of bridges
- 194ft / 59.2mTotal length
- $15,072,000Total costs
- 15,995Total average daily traffic
- 2,890Total average daily truck traffic
- 21,673Total future (year 2029) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Billingsley
- No street view available for this location
- New bridges - historical statistics
- 31930-1939
- 21950-1959
- 41960-1969
- 11970-1979
- 31990-1999
- 22000-2009
- 12010-2019
- Bridge Condition - Deck
- 14.3%Excellent
- 14.3%Very good
- 28.6%Good
- 14.3%Satisfactory
- 28.6%Fair
- Bridge Condition - Superstructure
- 28.6%Excellent
- 28.6%Good
- 28.6%Satisfactory
- 14.3%Fair
- Bridge Condition - Substructure
- 28.6%Excellent
- 28.6%Good
- 28.6%Satisfactory
- 14.3%Fair
- Bridge Condition - Channel
- 6.3%Excellent
- 12.5%Very good
- 43.8%Good
- 31.3%Satisfactory
- 6.3%Fair
- Bridge Condition - Culverts
- 11.1%Excellent
- 55.6%Good
- 33.3%Satisfactory
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Structure Number: 1907, Location: 4.1MI.EASTCHILTONCOLINE (Lat: 32.616156, Lng: -86.728767), Route carried "on" structure: US 82, Year Built: 1939, Status: Open, Structure Length: 5.43m (17.81ft), Average Daily Traffic: 2,950 (year 2013), Truck Traffic: 26%, Average Future Daily Traffic: 3,820 (year 2033), Design Load: H 15, Features Intersected: LITTLE MULBERRYCREEKREIL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 192.667, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.4m (24.3ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 48.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.46m (21.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 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: 1907, Location: 4.1MI.EASTCHILTONCOLINE (Lat: 32.616156, Lng: -86.728767), Route carried "on" structure: US 82, Year Built: 1939, Status: Open, Structure Length: 5.43m (17.81ft), Average Daily Traffic: 2,950 (year 2013), Truck Traffic: 26%, Average Future Daily Traffic: 3,820 (year 2033), Design Load: H 15, Features Intersected: LITTLE MULBERRYCREEKREIL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 192.667, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.4m (24.3ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 48.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.46m (21.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 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: 1908, Location: 4.3 MI E CHILTON COLINE (Lat: 32.614397, Lng: -86.725350), Route carried "on" structure: US 82, Year Built: 1939, Status: Open, Structure Length: 9.45m (31.00ft), Average Daily Traffic: 2,950 (year 2013), Truck Traffic: 26%, Average Future Daily Traffic: 3,820 (year 2033), Design Load: H 15, Features Intersected: LITTLEMULBERRYCREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 192.959, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.7m (25.3ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 14, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 48.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 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: Better than present minimum criteria, Length Of Structure Improvement: 10.40m (34.12ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $1,712,000, Roadway Improvement Cost: $171,000, Total Project Cost: $1,883,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1908, Location: 4.3 MI E CHILTON COLINE (Lat: 32.614397, Lng: -86.725350), Route carried "on" structure: US 82, Year Built: 1939, Status: Open, Structure Length: 9.45m (31.00ft), Average Daily Traffic: 2,950 (year 2013), Truck Traffic: 26%, Average Future Daily Traffic: 3,820 (year 2033), Design Load: H 15, Features Intersected: LITTLEMULBERRYCREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 192.959, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.7m (25.3ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 14, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 48.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 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: Better than present minimum criteria, Length Of Structure Improvement: 10.40m (34.12ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $1,712,000, Roadway Improvement Cost: $171,000, Total Project Cost: $1,883,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1909, Location: 4.9MIEASTCHILTONCO.LINE (Lat: 32.610272, Lng: -86.718003), Route carried "on" structure: US 82, Year Built: 1939, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 2,950 (year 2013), Truck Traffic: 26%, Average Future Daily Traffic: 3,820 (year 2033), Design Load: H 15, Features Intersected: LITTLEMULBERRYCREEKRELIE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 193.884, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete continuous, 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: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.68m (5.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $466,000, Roadway Improvement Cost: $47,000, Total Project Cost: $513,000 ( Estimate for 2022)
Structure Number: 1909, Location: 4.9MIEASTCHILTONCO.LINE (Lat: 32.610272, Lng: -86.718003), Route carried "on" structure: US 82, Year Built: 1939, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 2,950 (year 2013), Truck Traffic: 26%, Average Future Daily Traffic: 3,820 (year 2033), Design Load: H 15, Features Intersected: LITTLEMULBERRYCREEKRELIE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 193.884, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete continuous, 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: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.68m (5.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $466,000, Roadway Improvement Cost: $47,000, Total Project Cost: $513,000 ( Estimate for 2022)
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Structure Number: 6111, Location: CR24 1.5M.W BETHSALM CH (Lat: 32.721667, Lng: -86.694778), Route carried "on" structure: County highway , Year Built: 1958, Status: Posted for load, Structure Length: 9.33m (30.61ft), Average Daily Traffic: 350 (year 1985), Truck Traffic: 1%, Average Future Daily Traffic: 400 (year 2034), Design Load: H 15, Features Intersected: SWIFT CREEK, Facility Carried by Structure: CR24 EAS RT 11
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: 9, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 31.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 10.29m (33.76ft), 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: $1,763,000, Roadway Improvement Cost: $176,000, Total Project Cost: $1,939,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 6111, Location: CR24 1.5M.W BETHSALM CH (Lat: 32.721667, Lng: -86.694778), Route carried "on" structure: County highway , Year Built: 1958, Status: Posted for load, Structure Length: 9.33m (30.61ft), Average Daily Traffic: 350 (year 1985), Truck Traffic: 1%, Average Future Daily Traffic: 400 (year 2034), Design Load: H 15, Features Intersected: SWIFT CREEK, Facility Carried by Structure: CR24 EAS RT 11
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: 9, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 31.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 10.29m (33.76ft), 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: $1,763,000, Roadway Improvement Cost: $176,000, Total Project Cost: $1,939,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 6969, Location: 1MI.SO.CHILTON CO. LINE (Lat: 32.699011, Lng: -86.652403), Route carried "on" structure: County highway 19, Year Built: 1960, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 500 (year 2002), Truck Traffic: 10%, Average Future Daily Traffic: 911 (year 2030), Design Load: H 10, Features Intersected: INDIAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 38.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.66m (5.45ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $287,000, Roadway Improvement Cost: $29,000, Total Project Cost: $316,000 ( Estimate for 2022)
Structure Number: 6969, Location: 1MI.SO.CHILTON CO. LINE (Lat: 32.699011, Lng: -86.652403), Route carried "on" structure: County highway 19, Year Built: 1960, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 500 (year 2002), Truck Traffic: 10%, Average Future Daily Traffic: 911 (year 2030), Design Load: H 10, Features Intersected: INDIAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 38.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.66m (5.45ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $287,000, Roadway Improvement Cost: $29,000, Total Project Cost: $316,000 ( Estimate for 2022)
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Structure Number: 697, Location: HAYNES (Lat: 32.626903, Lng: -86.670492), Route carried "on" structure: County highway 19, Year Built: 1960, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 500 (year 2002), Truck Traffic: 15%, Average Future Daily Traffic: 911 (year 2030), Design Load: H 15, Features Intersected: RELIEF-CULVERT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), 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: Satisfactory, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.66m (5.45ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $354,000, Roadway Improvement Cost: $35,000, Total Project Cost: $389,000 ( Estimate for 2022)
Structure Number: 697, Location: HAYNES (Lat: 32.626903, Lng: -86.670492), Route carried "on" structure: County highway 19, Year Built: 1960, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 500 (year 2002), Truck Traffic: 15%, Average Future Daily Traffic: 911 (year 2030), Design Load: H 15, Features Intersected: RELIEF-CULVERT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), 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: Satisfactory, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.66m (5.45ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $354,000, Roadway Improvement Cost: $35,000, Total Project Cost: $389,000 ( Estimate for 2022)
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Structure Number: 6971, Location: HAYNES (Lat: 32.627997, Lng: -86.668511), Route carried "on" structure: County highway 19, Year Built: 1960, Status: Open, Structure Length: 1.94m (6.36ft), Average Daily Traffic: 500 (year 2002), Truck Traffic: 15%, Average Future Daily Traffic: 911 (year 2030), Design Load: H 10, Features Intersected: SWIFT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 40.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.68m (8.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $496,000, Roadway Improvement Cost: $50,000, Total Project Cost: $546,000 ( Estimate for 2022)
Structure Number: 6971, Location: HAYNES (Lat: 32.627997, Lng: -86.668511), Route carried "on" structure: County highway 19, Year Built: 1960, Status: Open, Structure Length: 1.94m (6.36ft), Average Daily Traffic: 500 (year 2002), Truck Traffic: 15%, Average Future Daily Traffic: 911 (year 2030), Design Load: H 10, Features Intersected: SWIFT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 40.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.68m (8.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $496,000, Roadway Improvement Cost: $50,000, Total Project Cost: $546,000 ( Estimate for 2022)
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Structure Number: 6972, Location: HAYNES (Lat: 32.628278, Lng: -86.668175), Route carried "on" structure: County highway 19, Year Built: 1960, Status: Open, Structure Length: 1.94m (6.36ft), Average Daily Traffic: 500 (year 2002), Truck Traffic: 15%, Average Future Daily Traffic: 911 (year 2030), Design Load: H 10, Features Intersected: SWIFT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 41.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.68m (8.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $496,000, Roadway Improvement Cost: $50,000, Total Project Cost: $546,000 ( Estimate for 2022)
Structure Number: 6972, Location: HAYNES (Lat: 32.628278, Lng: -86.668175), Route carried "on" structure: County highway 19, Year Built: 1960, Status: Open, Structure Length: 1.94m (6.36ft), Average Daily Traffic: 500 (year 2002), Truck Traffic: 15%, Average Future Daily Traffic: 911 (year 2030), Design Load: H 10, Features Intersected: SWIFT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 41.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.68m (8.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $496,000, Roadway Improvement Cost: $50,000, Total Project Cost: $546,000 ( Estimate for 2022)
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Structure Number: 1033, Location: 1 MILE EAST BILLINGSLEY (Lat: 32.670206, Lng: -86.680406), Route carried "on" structure: County highway 24, Year Built: 1970, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 535 (year 2009), Truck Traffic: 15%, Average Future Daily Traffic: 796 (year 2029), Design Load: H 15, Features Intersected: SWIFT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 53.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.1 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: 1.44m (4.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $250,000, Roadway Improvement Cost: $25,000, Total Project Cost: $275,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1033, Location: 1 MILE EAST BILLINGSLEY (Lat: 32.670206, Lng: -86.680406), Route carried "on" structure: County highway 24, Year Built: 1970, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 535 (year 2009), Truck Traffic: 15%, Average Future Daily Traffic: 796 (year 2029), Design Load: H 15, Features Intersected: SWIFT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 53.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.1 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: 1.44m (4.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $250,000, Roadway Improvement Cost: $25,000, Total Project Cost: $275,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 15296, Location: BETHSALEM RD. (Lat: 32.694022, Lng: -86.666858), Route carried "on" structure: County highway 55, Year Built: 1991, Status: Open, Structure Length: 1.61m (5.28ft), Average Daily Traffic: 65 (year 1988), Truck Traffic: 10%, Average Future Daily Traffic: 75 (year 2030), Design Load: H 15, Features Intersected: INDIAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 56.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.29m (7.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $582,000, Roadway Improvement Cost: $58,000, Total Project Cost: $640,000 ( Estimate for 2022)
Structure Number: 15296, Location: BETHSALEM RD. (Lat: 32.694022, Lng: -86.666858), Route carried "on" structure: County highway 55, Year Built: 1991, Status: Open, Structure Length: 1.61m (5.28ft), Average Daily Traffic: 65 (year 1988), Truck Traffic: 10%, Average Future Daily Traffic: 75 (year 2030), Design Load: H 15, Features Intersected: INDIAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 56.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.29m (7.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $582,000, Roadway Improvement Cost: $58,000, Total Project Cost: $640,000 ( Estimate for 2022)
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Structure Number: 16135, Location: BILLINGSLEY BETHSALEM RD (Lat: 32.681739, Lng: -86.684725), Route carried "on" structure: County highway 67, Year Built: 1993, Status: Posted for load, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 75 (year 1995), Average Future Daily Traffic: 137 (year 2030), Design Load: HS 20, Features Intersected: SWIFT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 34.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 3.15m (10.33ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2021, Other Special Inspection Date: October 2021, Bridge Improvement Cost: $562,000, Roadway Improvement Cost: $56,000, Total Project Cost: $618,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 16135, Location: BILLINGSLEY BETHSALEM RD (Lat: 32.681739, Lng: -86.684725), Route carried "on" structure: County highway 67, Year Built: 1993, Status: Posted for load, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 75 (year 1995), Average Future Daily Traffic: 137 (year 2030), Design Load: HS 20, Features Intersected: SWIFT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 34.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 3.15m (10.33ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2021, Other Special Inspection Date: October 2021, Bridge Improvement Cost: $562,000, Roadway Improvement Cost: $56,000, Total Project Cost: $618,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 16661, Location: 3.2KM S BILLINGSLEY (Lat: 32.639889, Lng: -86.718731), Route carried "on" structure: Alternate County highway 79, Year Built: 1995, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 75 (year 1991), Average Future Daily Traffic: 166 (year 2030), Design Load: HS 20, Features Intersected: BEADLESCOMB BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 70.9 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 minimum criteria, Length Of Structure Improvement: 1.29m (4.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $298,000, Roadway Improvement Cost: $30,000, Total Project Cost: $328,000 ( Estimate for 2022)
Structure Number: 16661, Location: 3.2KM S BILLINGSLEY (Lat: 32.639889, Lng: -86.718731), Route carried "on" structure: Alternate County highway 79, Year Built: 1995, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 75 (year 1991), Average Future Daily Traffic: 166 (year 2030), Design Load: HS 20, Features Intersected: BEADLESCOMB BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 70.9 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 minimum criteria, Length Of Structure Improvement: 1.29m (4.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $298,000, Roadway Improvement Cost: $30,000, Total Project Cost: $328,000 ( Estimate for 2022)
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Structure Number: 17953, Location: 0.5MI.S.OF BILLINGSLEY (Lat: 32.652367, Lng: -86.727961), Route carried "on" structure: County highway 37, Year Built: 2001, Status: Open, Structure Length: 12.00m (39.37ft), Average Daily Traffic: 980 (year 1999), Truck Traffic: 8%, Average Future Daily Traffic: 1,780 (year 2030), Design Load: HS 20, Features Intersected: LITTLE MULBERRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 71.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 12.85m (42.16ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $2,820,000, Roadway Improvement Cost: $282,000, Total Project Cost: $3,102,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 17953, Location: 0.5MI.S.OF BILLINGSLEY (Lat: 32.652367, Lng: -86.727961), Route carried "on" structure: County highway 37, Year Built: 2001, Status: Open, Structure Length: 12.00m (39.37ft), Average Daily Traffic: 980 (year 1999), Truck Traffic: 8%, Average Future Daily Traffic: 1,780 (year 2030), Design Load: HS 20, Features Intersected: LITTLE MULBERRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 71.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 12.85m (42.16ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $2,820,000, Roadway Improvement Cost: $282,000, Total Project Cost: $3,102,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 19858, Location: CR24 1.6 M W BETHSALEM CH (Lat: 32.721647, Lng: -86.694725), Route carried "on" structure: County highway 24, Year Built: 1957, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 2,900 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 2,900 (year 2029), Features Intersected: SIMPSON BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 3, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 5.0m (16.4ft), Right: 5.0m (16.4ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Channel: Good, Culverts: Excellent, Operating Rating: 79.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.38m (4.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $262,000, Roadway Improvement Cost: $26,000, Total Project Cost: $288,000 ( Estimate for 2022)
Structure Number: 19858, Location: CR24 1.6 M W BETHSALEM CH (Lat: 32.721647, Lng: -86.694725), Route carried "on" structure: County highway 24, Year Built: 1957, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 2,900 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 2,900 (year 2029), Features Intersected: SIMPSON BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 3, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 5.0m (16.4ft), Right: 5.0m (16.4ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Channel: Good, Culverts: Excellent, Operating Rating: 79.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.38m (4.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $262,000, Roadway Improvement Cost: $26,000, Total Project Cost: $288,000 ( Estimate for 2022)
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Structure Number: 20069, Location: CR350 2MISW NEW CEDRON CH (Lat: 32.707422, Lng: -86.757364), Route carried "on" structure: County highway 350, Year Built: 2007, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 50 (year 2007), Average Future Daily Traffic: 150 (year 2033), Design Load: HS 20, Features Intersected: CR. 350 LITTLE MULBERRY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 4.3m (14.1ft), Right: 4.3m (14.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 74.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 8.34m (27.36ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $1,601,000, Roadway Improvement Cost: $160,000, Total Project Cost: $1,761,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 20069, Location: CR350 2MISW NEW CEDRON CH (Lat: 32.707422, Lng: -86.757364), Route carried "on" structure: County highway 350, Year Built: 2007, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 50 (year 2007), Average Future Daily Traffic: 150 (year 2033), Design Load: HS 20, Features Intersected: CR. 350 LITTLE MULBERRY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 4.3m (14.1ft), Right: 4.3m (14.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 74.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 8.34m (27.36ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $1,601,000, Roadway Improvement Cost: $160,000, Total Project Cost: $1,761,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 21089, Location: CR352 3ME Pilgram Rest Ch (Lat: 32.677817, Lng: -86.737875), Route carried "on" structure: County highway , Year Built: 2017, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 115 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 165 (year 2036), Design Load: HS 20, Features Intersected: CR352 Little MulberryCrk, Facility Carried by Structure: CR 352
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.60m (11.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $690,000, Roadway Improvement Cost: $69,000, Total Project Cost: $759,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 21089, Location: CR352 3ME Pilgram Rest Ch (Lat: 32.677817, Lng: -86.737875), Route carried "on" structure: County highway , Year Built: 2017, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 115 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 165 (year 2036), Design Load: HS 20, Features Intersected: CR352 Little MulberryCrk, Facility Carried by Structure: CR 352
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.60m (11.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $690,000, Roadway Improvement Cost: $69,000, Total Project Cost: $759,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels