Bridge Statistics for Titus, Alabama (AL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 15Number of bridges
- 115ft / 35.2mTotal length
- $10,037,000Total costs
- 2,042Total average daily traffic
- 218Total average daily truck traffic
- 2,429Total future (year 2030) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Titus
- No street view available for this location
- New bridges - historical statistics
- 41950-1959
- 51970-1979
- 21980-1989
- 21990-1999
- 22000-2009
- Reconstructed bridges - Historical Statistics
- 11970-1979
- 01980-1989
- 21990-1999
- Bridge Condition - Deck
- 69.2%Good
- 23.1%Satisfactory
- 7.7%Fair
- Bridge Condition - Superstructure
- 84.6%Good
- 7.7%Satisfactory
- 7.7%Fair
- Bridge Condition - Substructure
- 84.6%Good
- 15.4%Satisfactory
- Bridge Condition - Channel
- 20.0%Very good
- 66.7%Good
- 13.3%Satisfactory
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Structure Number: 4123, Location: SEC.20 T20N R18E (Lat: 32.683600, Lng: -86.283475), Route carried "on" structure: County highway 88, Year Built: 1951, Status: Posted for load, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 360 (year 1998), Truck Traffic: 2%, Average Future Daily Traffic: 500 (year 2030), Design Load: H 15, Features Intersected: WEOKA CREEK, Facility Carried by Structure: Sewell Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable 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: 5.57m (18.27ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2021, Other Special Inspection Date: December 2021, Bridge Improvement Cost: $916,000, Roadway Improvement Cost: $92,000, Total Project Cost: $1,008,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4123, Location: SEC.20 T20N R18E (Lat: 32.683600, Lng: -86.283475), Route carried "on" structure: County highway 88, Year Built: 1951, Status: Posted for load, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 360 (year 1998), Truck Traffic: 2%, Average Future Daily Traffic: 500 (year 2030), Design Load: H 15, Features Intersected: WEOKA CREEK, Facility Carried by Structure: Sewell Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable 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: 5.57m (18.27ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2021, Other Special Inspection Date: December 2021, Bridge Improvement Cost: $916,000, Roadway Improvement Cost: $92,000, Total Project Cost: $1,008,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6289, Location: SEC 15 T20N R18E (Lat: 32.721667, Lng: -86.266667), Route carried "on" structure: County highway 41, Year Built: 1958, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 40 (year 1998), Average Future Daily Traffic: 50 (year 2030), Design Load: H 15, Features Intersected: DUNLAP CREEK, Facility Carried by Structure: Jackson Lake Road
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: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 38.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.58m (5.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $260,000, Roadway Improvement Cost: $26,000, Total Project Cost: $286,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6289, Location: SEC 15 T20N R18E (Lat: 32.721667, Lng: -86.266667), Route carried "on" structure: County highway 41, Year Built: 1958, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 40 (year 1998), Average Future Daily Traffic: 50 (year 2030), Design Load: H 15, Features Intersected: DUNLAP CREEK, Facility Carried by Structure: Jackson Lake Road
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: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 38.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.58m (5.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $260,000, Roadway Improvement Cost: $26,000, Total Project Cost: $286,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10964, Location: SEC 4 T19N R18E (Lat: 32.663333, Lng: -86.283333), Route carried "on" structure: County highway 35, Year Built: 1973, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 130 (year 1998), Truck Traffic: 4%, Average Future Daily Traffic: 140 (year 2030), Design Load: H 15, Features Intersected: PINKSTON CREEK, Facility Carried by Structure: Spigener Road
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: 6, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 45.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.37m (14.34ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $809,000, Roadway Improvement Cost: $81,000, Total Project Cost: $890,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10964, Location: SEC 4 T19N R18E (Lat: 32.663333, Lng: -86.283333), Route carried "on" structure: County highway 35, Year Built: 1973, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 130 (year 1998), Truck Traffic: 4%, Average Future Daily Traffic: 140 (year 2030), Design Load: H 15, Features Intersected: PINKSTON CREEK, Facility Carried by Structure: Spigener Road
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: 6, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 45.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.37m (14.34ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $809,000, Roadway Improvement Cost: $81,000, Total Project Cost: $890,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 11584, Location: SEC 33 T20N R18E (Lat: 32.675000, Lng: -86.273333), Route carried "on" structure: County highway , Year Built: 1976, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 20 (year 1998), Average Future Daily Traffic: 25 (year 2030), Design Load: H 15, Features Intersected: PINKSTON CREEK, Facility Carried by Structure: John Wood Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 45.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.5 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: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.44m (8.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $452,000, Roadway Improvement Cost: $45,000, Total Project Cost: $497,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 11584, Location: SEC 33 T20N R18E (Lat: 32.675000, Lng: -86.273333), Route carried "on" structure: County highway , Year Built: 1976, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 20 (year 1998), Average Future Daily Traffic: 25 (year 2030), Design Load: H 15, Features Intersected: PINKSTON CREEK, Facility Carried by Structure: John Wood Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 45.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.5 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: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.44m (8.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $452,000, Roadway Improvement Cost: $45,000, Total Project Cost: $497,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 11735, Location: SEC16 T26N R18E (Lat: 32.721667, Lng: -86.275000), Route carried "on" structure: County highway , Year Built: 1950, Year Reconstructed: 2004, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 60 (year 1998), Average Future Daily Traffic: 80 (year 2030), Design Load: H 15, Features Intersected: DUNLAP CREEK, Facility Carried by Structure: BUYCK RD (CO. 429)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 49.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.81m (12.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $705,000, Roadway Improvement Cost: $71,000, Total Project Cost: $776,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 11735, Location: SEC16 T26N R18E (Lat: 32.721667, Lng: -86.275000), Route carried "on" structure: County highway , Year Built: 1950, Year Reconstructed: 2004, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 60 (year 1998), Average Future Daily Traffic: 80 (year 2030), Design Load: H 15, Features Intersected: DUNLAP CREEK, Facility Carried by Structure: BUYCK RD (CO. 429)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 49.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.81m (12.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $705,000, Roadway Improvement Cost: $71,000, Total Project Cost: $776,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1181, Location: SEC 34 T21N R17E (Lat: 32.753333, Lng: -86.328333), Route carried "on" structure: County highway 27, Year Built: 1977, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 60 (year 1998), Average Future Daily Traffic: 80 (year 2030), Design Load: H 15, Features Intersected: WELONA CREEK, Facility Carried by Structure: Fieldcrest Road
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: 5.2m (17.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 45.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.5 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: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.44m (8.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $452,000, Roadway Improvement Cost: $45,000, Total Project Cost: $497,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1181, Location: SEC 34 T21N R17E (Lat: 32.753333, Lng: -86.328333), Route carried "on" structure: County highway 27, Year Built: 1977, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 60 (year 1998), Average Future Daily Traffic: 80 (year 2030), Design Load: H 15, Features Intersected: WELONA CREEK, Facility Carried by Structure: Fieldcrest Road
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: 5.2m (17.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 45.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.5 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: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.44m (8.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $452,000, Roadway Improvement Cost: $45,000, Total Project Cost: $497,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 11849, Location: SEC 27 T20N R18E (Lat: 32.691667, Lng: -86.263333), Route carried "on" structure: County highway 88, Year Built: 1977, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 360 (year 1998), Truck Traffic: 35%, Average Future Daily Traffic: 400 (year 2030), Design Load: H 15, Features Intersected: PINKSTON CREEK, Facility Carried by Structure: Sewell Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 47.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.5 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.44m (8.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $485,000, Roadway Improvement Cost: $49,000, Total Project Cost: $534,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 11849, Location: SEC 27 T20N R18E (Lat: 32.691667, Lng: -86.263333), Route carried "on" structure: County highway 88, Year Built: 1977, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 360 (year 1998), Truck Traffic: 35%, Average Future Daily Traffic: 400 (year 2030), Design Load: H 15, Features Intersected: PINKSTON CREEK, Facility Carried by Structure: Sewell Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 47.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.5 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.44m (8.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $485,000, Roadway Improvement Cost: $49,000, Total Project Cost: $534,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 12181, Location: SEC 2 T20N R19E (Lat: 32.750350, Lng: -86.143222), Route carried "on" structure: County highway 43, Year Built: 1979, Year Reconstructed: 1996, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 15 (year 1998), Average Future Daily Traffic: 20 (year 2030), Design Load: H 15, Features Intersected: WEOKA CREEK, Facility Carried by Structure: Forbus Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 45.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.5 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: 3.81m (12.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $706,000, Roadway Improvement Cost: $71,000, Total Project Cost: $777,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 12181, Location: SEC 2 T20N R19E (Lat: 32.750350, Lng: -86.143222), Route carried "on" structure: County highway 43, Year Built: 1979, Year Reconstructed: 1996, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 15 (year 1998), Average Future Daily Traffic: 20 (year 2030), Design Load: H 15, Features Intersected: WEOKA CREEK, Facility Carried by Structure: Forbus Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 45.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.5 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: 3.81m (12.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $706,000, Roadway Improvement Cost: $71,000, Total Project Cost: $777,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 12575, Location: SEC.13,T20N,R17E (Lat: 32.718333, Lng: -86.328333), Route carried "on" structure: County highway 29, Year Built: 1981, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 160 (year 1998), Truck Traffic: 16%, Average Future Daily Traffic: 180 (year 2030), Design Load: H 15, Features Intersected: TOWN CREEK, Facility Carried by Structure: Titus Road
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 45.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.44m (8.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $452,000, Roadway Improvement Cost: $45,000, Total Project Cost: $497,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 12575, Location: SEC.13,T20N,R17E (Lat: 32.718333, Lng: -86.328333), Route carried "on" structure: County highway 29, Year Built: 1981, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 160 (year 1998), Truck Traffic: 16%, Average Future Daily Traffic: 180 (year 2030), Design Load: H 15, Features Intersected: TOWN CREEK, Facility Carried by Structure: Titus Road
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 45.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.44m (8.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $452,000, Roadway Improvement Cost: $45,000, Total Project Cost: $497,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 12877, Location: SEC 5 T20N R18E (Lat: 32.741667, Lng: -86.286667), Route carried "on" structure: County highway 429, Year Built: 1950, Year Reconstructed: 1983, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 60 (year 1998), Average Future Daily Traffic: 80 (year 2030), Design Load: H 15, Features Intersected: WEOKA CREEK, Facility Carried by Structure: Buyck Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 63.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.56m (18.24ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $1,030,000, Roadway Improvement Cost: $103,000, Total Project Cost: $1,133,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 12877, Location: SEC 5 T20N R18E (Lat: 32.741667, Lng: -86.286667), Route carried "on" structure: County highway 429, Year Built: 1950, Year Reconstructed: 1983, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 60 (year 1998), Average Future Daily Traffic: 80 (year 2030), Design Load: H 15, Features Intersected: WEOKA CREEK, Facility Carried by Structure: Buyck Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 63.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.56m (18.24ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $1,030,000, Roadway Improvement Cost: $103,000, Total Project Cost: $1,133,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 13421, Location: SEC 35 T20N R18E (Lat: 32.673333, Lng: -86.240000), Route carried "on" structure: County highway 334, Year Built: 1984, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 280 (year 1998), Truck Traffic: 6%, Average Future Daily Traffic: 300 (year 2030), Design Load: H 15, Features Intersected: LIPSCHOGEE CREEK, Facility Carried by Structure: Laurel Creek Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 87.3 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: 1.61m (5.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $604,000, Roadway Improvement Cost: $60,000, Total Project Cost: $664,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 13421, Location: SEC 35 T20N R18E (Lat: 32.673333, Lng: -86.240000), Route carried "on" structure: County highway 334, Year Built: 1984, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 280 (year 1998), Truck Traffic: 6%, Average Future Daily Traffic: 300 (year 2030), Design Load: H 15, Features Intersected: LIPSCHOGEE CREEK, Facility Carried by Structure: Laurel Creek Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 87.3 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: 1.61m (5.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $604,000, Roadway Improvement Cost: $60,000, Total Project Cost: $664,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 15492, Location: SEC-14-T20N-R17E (Lat: 32.715000, Lng: -86.351667), Route carried "on" structure: County highway 708, Year Built: 1991, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 35 (year 2008), Average Future Daily Traffic: 100 (year 2030), Design Load: H 15, Features Intersected: WELONA CREEK, Facility Carried by Structure: Welona Creek Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.68m (5.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, 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: 15492, Location: SEC-14-T20N-R17E (Lat: 32.715000, Lng: -86.351667), Route carried "on" structure: County highway 708, Year Built: 1991, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 35 (year 2008), Average Future Daily Traffic: 100 (year 2030), Design Load: H 15, Features Intersected: WELONA CREEK, Facility Carried by Structure: Welona Creek Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.68m (5.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, 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: 15812, Location: SEC 5 T19N R19E (Lat: 32.661667, Lng: -86.188333), Route carried "on" structure: County highway , Year Built: 1993, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 28 (year 1998), Average Future Daily Traffic: 35 (year 2031), Design Load: HS 20, Features Intersected: SOFKAHATCHEE CREEK, Facility Carried by Structure: Nobles Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 67.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.81m (12.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $783,000, Roadway Improvement Cost: $78,000, Total Project Cost: $861,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 15812, Location: SEC 5 T19N R19E (Lat: 32.661667, Lng: -86.188333), Route carried "on" structure: County highway , Year Built: 1993, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 28 (year 1998), Average Future Daily Traffic: 35 (year 2031), Design Load: HS 20, Features Intersected: SOFKAHATCHEE CREEK, Facility Carried by Structure: Nobles Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 67.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.81m (12.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $783,000, Roadway Improvement Cost: $78,000, Total Project Cost: $861,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 1792, Location: 2PT 3 MI N OF AL 231 (Lat: 32.666889, Lng: -86.216889), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 399 (year 2000), Truck Traffic: 10%, Average Future Daily Traffic: 399 (year 2030), Design Load: HS 20, Features Intersected: LIPSCHOGEE CREEK, Facility Carried by Structure: Bowden Road
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: 5.8m (19.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 70.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.44m (8.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $502,000, Roadway Improvement Cost: $50,000, Total Project Cost: $552,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 1792, Location: 2PT 3 MI N OF AL 231 (Lat: 32.666889, Lng: -86.216889), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 399 (year 2000), Truck Traffic: 10%, Average Future Daily Traffic: 399 (year 2030), Design Load: HS 20, Features Intersected: LIPSCHOGEE CREEK, Facility Carried by Structure: Bowden Road
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: 5.8m (19.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 70.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.44m (8.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $502,000, Roadway Improvement Cost: $50,000, Total Project Cost: $552,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 18454, Location: 3.7 MI, E OF ST. HWY 231 (Lat: 32.736111, Lng: -86.183361), Route carried "on" structure: County highway 463, Year Built: 2003, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 35 (year 2003), Average Future Daily Traffic: 40 (year 2030), Design Load: HS 20, Features Intersected: LITTLE WEOKA CREEK, Facility Carried by Structure: Bethlehem Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 39.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.15m (10.33ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $648,000, Roadway Improvement Cost: $65,000, Total Project Cost: $713,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 18454, Location: 3.7 MI, E OF ST. HWY 231 (Lat: 32.736111, Lng: -86.183361), Route carried "on" structure: County highway 463, Year Built: 2003, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 35 (year 2003), Average Future Daily Traffic: 40 (year 2030), Design Load: HS 20, Features Intersected: LITTLE WEOKA CREEK, Facility Carried by Structure: Bethlehem Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 39.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.15m (10.33ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $648,000, Roadway Improvement Cost: $65,000, Total Project Cost: $713,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels