Bridge Statistics for Gurley, Alabama (AL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 16Number of bridges
- 180ft / 55.1mTotal length
- $20,416,000Total costs
- 58,557Total average daily traffic
- 6,236Total average daily truck traffic
- 81,691Total future (year 2030) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Gurley
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 51940-1949
- 11950-1959
- 31970-1979
- 21980-1989
- 41990-1999
- Bridge Condition - Deck
- 41.7%Good
- 58.3%Satisfactory
- Bridge Condition - Superstructure
- 83.3%Good
- 16.7%Fair
- Bridge Condition - Substructure
- 33.3%Good
- 58.3%Satisfactory
- 8.3%Fair
- Bridge Condition - Channel
- 37.5%Good
- 43.8%Satisfactory
- 18.8%Fair
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Structure Number: 1675, Location: 0.1 MI JCT CO RD 409 (Lat: 34.768078, Lng: -86.361256), Route carried "on" structure: County highway 412, Year Built: 1937, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 65 (year 1992), Average Future Daily Traffic: 75 (year 2034), Design Load: H 15, Features Intersected: KILLINGWORTH COVE BRANCH, Facility Carried by Structure: J B HAWKINS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 26.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 14.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.58m (5.18ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: December 2020, Other Special Inspection Date: December 2021, Bridge Improvement Cost: $228,000, Roadway Improvement Cost: $23,000, Total Project Cost: $251,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1675, Location: 0.1 MI JCT CO RD 409 (Lat: 34.768078, Lng: -86.361256), Route carried "on" structure: County highway 412, Year Built: 1937, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 65 (year 1992), Average Future Daily Traffic: 75 (year 2034), Design Load: H 15, Features Intersected: KILLINGWORTH COVE BRANCH, Facility Carried by Structure: J B HAWKINS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 26.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 14.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.58m (5.18ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: December 2020, Other Special Inspection Date: December 2021, Bridge Improvement Cost: $228,000, Roadway Improvement Cost: $23,000, Total Project Cost: $251,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 2498, Location: 0.25 MI E CO RD 1411 (Lat: 34.751575, Lng: -86.366636), Route carried "on" structure: County highway 408, Year Built: 1940, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 150 (year 1990), Truck Traffic: 1%, Average Future Daily Traffic: 220 (year 2035), Features Intersected: KILLINGSWORTH COVE BRCH, Facility Carried by Structure: HARRISON COVE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.86m (6.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $268,000, Roadway Improvement Cost: $27,000, Total Project Cost: $295,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 2498, Location: 0.25 MI E CO RD 1411 (Lat: 34.751575, Lng: -86.366636), Route carried "on" structure: County highway 408, Year Built: 1940, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 150 (year 1990), Truck Traffic: 1%, Average Future Daily Traffic: 220 (year 2035), Features Intersected: KILLINGSWORTH COVE BRCH, Facility Carried by Structure: HARRISON COVE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.86m (6.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $268,000, Roadway Improvement Cost: $27,000, Total Project Cost: $295,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 2499, Location: 0.5 MI E CO RD 1411 (Lat: 34.751819, Lng: -86.363297), Route carried "on" structure: County highway 408, Year Built: 1940, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 140 (year 1992), Truck Traffic: 1%, Average Future Daily Traffic: 200 (year 2035), Design Load: H 15, Features Intersected: HARRISON COVE BRANCH, Facility Carried by Structure: HARRISON COVE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.55m (5.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $223,000, Roadway Improvement Cost: $22,000, Total Project Cost: $245,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 2499, Location: 0.5 MI E CO RD 1411 (Lat: 34.751819, Lng: -86.363297), Route carried "on" structure: County highway 408, Year Built: 1940, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 140 (year 1992), Truck Traffic: 1%, Average Future Daily Traffic: 200 (year 2035), Design Load: H 15, Features Intersected: HARRISON COVE BRANCH, Facility Carried by Structure: HARRISON COVE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.55m (5.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $223,000, Roadway Improvement Cost: $22,000, Total Project Cost: $245,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 3508, Location: 2.4 MI SE MAYSVILLE (Lat: 34.752861, Lng: -86.391464), Route carried "on" structure: County highway 258, Year Built: 1949, Status: Posted for load, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 900 (year 1992), Truck Traffic: 1%, Average Future Daily Traffic: 1,150 (year 2040), Design Load: H 15, Features Intersected: HURRICANE CREEK, Facility Carried by Structure: GURLEY PIKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 35.0 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 6.39m (20.96ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: December 2020, Other Special Inspection Date: December 2021, Bridge Improvement Cost: $1,096,000, Roadway Improvement Cost: $110,000, Total Project Cost: $1,206,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 3508, Location: 2.4 MI SE MAYSVILLE (Lat: 34.752861, Lng: -86.391464), Route carried "on" structure: County highway 258, Year Built: 1949, Status: Posted for load, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 900 (year 1992), Truck Traffic: 1%, Average Future Daily Traffic: 1,150 (year 2040), Design Load: H 15, Features Intersected: HURRICANE CREEK, Facility Carried by Structure: GURLEY PIKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 35.0 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 6.39m (20.96ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: December 2020, Other Special Inspection Date: December 2021, Bridge Improvement Cost: $1,096,000, Roadway Improvement Cost: $110,000, Total Project Cost: $1,206,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 3509, Location: 2.3 MI SE MAYSVILLE (Lat: 34.753939, Lng: -86.393364), Route carried "on" structure: County highway 258, Year Built: 1949, Status: Posted for load, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 900 (year 1992), Truck Traffic: 1%, Average Future Daily Traffic: 1,150 (year 2040), Design Load: H 15, Features Intersected: HURRICANE CREEK (REL), Facility Carried by Structure: GURLEY PIKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 35.0 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: December 2020, Other Special Inspection Date: December 2021, Bridge Improvement Cost: $679,000, Roadway Improvement Cost: $68,000, Total Project Cost: $747,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 3509, Location: 2.3 MI SE MAYSVILLE (Lat: 34.753939, Lng: -86.393364), Route carried "on" structure: County highway 258, Year Built: 1949, Status: Posted for load, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 900 (year 1992), Truck Traffic: 1%, Average Future Daily Traffic: 1,150 (year 2040), Design Load: H 15, Features Intersected: HURRICANE CREEK (REL), Facility Carried by Structure: GURLEY PIKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 35.0 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: December 2020, Other Special Inspection Date: December 2021, Bridge Improvement Cost: $679,000, Roadway Improvement Cost: $68,000, Total Project Cost: $747,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 351, Location: 2.2 MI SE MAYSVILLE (Lat: 34.754997, Lng: -86.394433), Route carried "on" structure: County highway 258, Year Built: 1949, Status: Posted for load, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 900 (year 1992), Truck Traffic: 1%, Average Future Daily Traffic: 1,200 (year 2040), Design Load: H 15, Features Intersected: HURRINCANE CREEK (REL), Facility Carried by Structure: GURLEY PIKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 35.0 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: December 2020, Other Special Inspection Date: December 2021, Bridge Improvement Cost: $679,000, Roadway Improvement Cost: $68,000, Total Project Cost: $747,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 351, Location: 2.2 MI SE MAYSVILLE (Lat: 34.754997, Lng: -86.394433), Route carried "on" structure: County highway 258, Year Built: 1949, Status: Posted for load, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 900 (year 1992), Truck Traffic: 1%, Average Future Daily Traffic: 1,200 (year 2040), Design Load: H 15, Features Intersected: HURRINCANE CREEK (REL), Facility Carried by Structure: GURLEY PIKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 35.0 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: December 2020, Other Special Inspection Date: December 2021, Bridge Improvement Cost: $679,000, Roadway Improvement Cost: $68,000, Total Project Cost: $747,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3529, Location: SPRING HILL (Lat: 32.535767, Lng: -86.866619), Route carried "on" structure: County highway 88, Year Built: 1991, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 56 (year 2006), Average Future Daily Traffic: 83 (year 2030), Design Load: HS 20, Features Intersected: BUCK 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: 3, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 63.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.2 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.99m (9.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $533,000, Roadway Improvement Cost: $53,000, Total Project Cost: $586,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 3529, Location: SPRING HILL (Lat: 32.535767, Lng: -86.866619), Route carried "on" structure: County highway 88, Year Built: 1991, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 56 (year 2006), Average Future Daily Traffic: 83 (year 2030), Design Load: HS 20, Features Intersected: BUCK 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: 3, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 63.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.2 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.99m (9.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $533,000, Roadway Improvement Cost: $53,000, Total Project Cost: $586,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 3996, Location: 2.4 MI N JCT SR 65 (Lat: 34.743819, Lng: -86.317133), Route carried "on" structure: County highway 1, Year Built: 1951, Status: Posted for load, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 40 (year 1989), Average Future Daily Traffic: 72 (year 2039), Design Load: H 10, Features Intersected: LITTLE DRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 7.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 4.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.89m (6.20ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: December 2021, Other Special Inspection Date: December 2021, Bridge Improvement Cost: $324,000, Roadway Improvement Cost: $32,000, Total Project Cost: $356,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 3996, Location: 2.4 MI N JCT SR 65 (Lat: 34.743819, Lng: -86.317133), Route carried "on" structure: County highway 1, Year Built: 1951, Status: Posted for load, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 40 (year 1989), Average Future Daily Traffic: 72 (year 2039), Design Load: H 10, Features Intersected: LITTLE DRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 7.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 4.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.89m (6.20ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: December 2021, Other Special Inspection Date: December 2021, Bridge Improvement Cost: $324,000, Roadway Improvement Cost: $32,000, Total Project Cost: $356,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1092, Location: 3.2 MI E FLINT RIVER (Lat: 34.711264, Lng: -86.401939), Route carried "on" structure: US 72, Year Built: 1973, Status: Open, Structure Length: 3.63m (11.91ft), Average Daily Traffic: 9,738 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 13,663 (year 2038), Design Load: HS 20, Features Intersected: HURRICANE CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 179.171, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 15.5m (50.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 45.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.0 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.54m (14.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $1,340,000, Roadway Improvement Cost: $134,000, Total Project Cost: $1,474,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1092, Location: 3.2 MI E FLINT RIVER (Lat: 34.711264, Lng: -86.401939), Route carried "on" structure: US 72, Year Built: 1973, Status: Open, Structure Length: 3.63m (11.91ft), Average Daily Traffic: 9,738 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 13,663 (year 2038), Design Load: HS 20, Features Intersected: HURRICANE CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 179.171, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 15.5m (50.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 45.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.0 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.54m (14.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $1,340,000, Roadway Improvement Cost: $134,000, Total Project Cost: $1,474,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 10921, Location: 3.4 MI E FLINT RIVER (Lat: 34.708831, Lng: -86.399511), Route carried "on" structure: US 72, Year Built: 1973, Status: Open, Structure Length: 12.62m (41.40ft), Average Daily Traffic: 8,705 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 12,187 (year 2039), Design Load: HS 20, Features Intersected: HURRICANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 179.413, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 8, Length of Maximum Span: 21.6m (70.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 45.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.0 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 13.45m (44.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $3,967,000, Roadway Improvement Cost: $397,000, Total Project Cost: $4,364,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 10921, Location: 3.4 MI E FLINT RIVER (Lat: 34.708831, Lng: -86.399511), Route carried "on" structure: US 72, Year Built: 1973, Status: Open, Structure Length: 12.62m (41.40ft), Average Daily Traffic: 8,705 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 12,187 (year 2039), Design Load: HS 20, Features Intersected: HURRICANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 179.413, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 8, Length of Maximum Span: 21.6m (70.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 45.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.0 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 13.45m (44.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $3,967,000, Roadway Improvement Cost: $397,000, Total Project Cost: $4,364,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 10922, Location: 4.2 MI E FLINT RIVER (Lat: 34.702222, Lng: -86.390000), Route carried "on" structure: US 72, Year Built: 1973, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 16,696 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 23,375 (year 2038), Design Load: HS 20, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 180.708, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 14 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 65.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.02m (6.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $2,061,000, Roadway Improvement Cost: $206,000, Total Project Cost: $2,267,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10922, Location: 4.2 MI E FLINT RIVER (Lat: 34.702222, Lng: -86.390000), Route carried "on" structure: US 72, Year Built: 1973, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 16,696 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 23,375 (year 2038), Design Load: HS 20, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 180.708, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 14 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 65.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.02m (6.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $2,061,000, Roadway Improvement Cost: $206,000, Total Project Cost: $2,267,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1388, Location: 3.2 MI E FLINT RIVER (Lat: 34.711456, Lng: -86.401744), Route carried "on" structure: US 72, Year Built: 1986, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 8,705 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 12,187 (year 2038), Design Load: HS 20, Features Intersected: HURRICANE CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 179.171, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.3 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.62m (15.16ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $1,361,000, Roadway Improvement Cost: $136,000, Total Project Cost: $1,497,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1388, Location: 3.2 MI E FLINT RIVER (Lat: 34.711456, Lng: -86.401744), Route carried "on" structure: US 72, Year Built: 1986, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 8,705 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 12,187 (year 2038), Design Load: HS 20, Features Intersected: HURRICANE CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 179.171, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.3 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.62m (15.16ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $1,361,000, Roadway Improvement Cost: $136,000, Total Project Cost: $1,497,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 13881, Location: 3.4 MI E FLINT RIVER (Lat: 34.709003, Lng: -86.399364), Route carried "on" structure: US 72, Year Built: 1986, Status: Open, Structure Length: 12.07m (39.60ft), Average Daily Traffic: 8,705 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 12,187 (year 2038), Design Load: HS 20, Features Intersected: HURRICANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 179.413, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 8, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.6 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 12.92m (42.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $3,721,000, Roadway Improvement Cost: $372,000, Total Project Cost: $4,093,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 13881, Location: 3.4 MI E FLINT RIVER (Lat: 34.709003, Lng: -86.399364), Route carried "on" structure: US 72, Year Built: 1986, Status: Open, Structure Length: 12.07m (39.60ft), Average Daily Traffic: 8,705 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 12,187 (year 2038), Design Load: HS 20, Features Intersected: HURRICANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 179.413, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 8, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.6 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 12.92m (42.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $3,721,000, Roadway Improvement Cost: $372,000, Total Project Cost: $4,093,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 15657, Location: 4.0 MI SE MAYSVILLE (Lat: 34.743344, Lng: -86.372128), Route carried "on" structure: County highway 258, Year Built: 1992, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 520 (year 1992), Truck Traffic: 10%, Average Future Daily Traffic: 670 (year 2040), Design Load: HS 20, Features Intersected: KILLINGSWORTH COVE BR, Facility Carried by Structure: GURLEY PIKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.6 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.77m (5.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $451,000, Roadway Improvement Cost: $45,000, Total Project Cost: $496,000 ( Estimate for 2022)
Structure Number: 15657, Location: 4.0 MI SE MAYSVILLE (Lat: 34.743344, Lng: -86.372128), Route carried "on" structure: County highway 258, Year Built: 1992, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 520 (year 1992), Truck Traffic: 10%, Average Future Daily Traffic: 670 (year 2040), Design Load: HS 20, Features Intersected: KILLINGSWORTH COVE BR, Facility Carried by Structure: GURLEY PIKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.6 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.77m (5.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $451,000, Roadway Improvement Cost: $45,000, Total Project Cost: $496,000 ( Estimate for 2022)
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Structure Number: 17194, Location: 3 MI N JCT US 72 * SR 65 (Lat: 34.718189, Lng: -86.313564), Route carried "on" structure: State highway 65, Year Built: 1998, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 934 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 1,308 (year 2040), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.760, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.59m (5.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $595,000, Roadway Improvement Cost: $60,000, Total Project Cost: $655,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 17194, Location: 3 MI N JCT US 72 * SR 65 (Lat: 34.718189, Lng: -86.313564), Route carried "on" structure: State highway 65, Year Built: 1998, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 934 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 1,308 (year 2040), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.760, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.59m (5.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $595,000, Roadway Improvement Cost: $60,000, Total Project Cost: $655,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 17304, Location: 3.1MI N JCT U S 72 * SR65 (Lat: 34.720000, Lng: -86.310000), Route carried "on" structure: State highway 65, Year Built: 1998, Status: Open, Structure Length: 1.78m (5.84ft), Average Daily Traffic: 1,403 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 1,964 (year 2038), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.954, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.6m (15.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 48.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.49m (8.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $1,034,000, Roadway Improvement Cost: $103,000, Total Project Cost: $1,137,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 17304, Location: 3.1MI N JCT U S 72 * SR65 (Lat: 34.720000, Lng: -86.310000), Route carried "on" structure: State highway 65, Year Built: 1998, Status: Open, Structure Length: 1.78m (5.84ft), Average Daily Traffic: 1,403 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 1,964 (year 2038), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.954, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.6m (15.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 48.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.49m (8.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $1,034,000, Roadway Improvement Cost: $103,000, Total Project Cost: $1,137,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous