Bridge Statistics for Red Bay, Alabama (AL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 25Number of bridges
- 453ft / 138mTotal length
- $50,716,000Total costs
- 39,636Total average daily traffic
- 3,936Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Red Bay
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 31950-1959
- 21960-1969
- 51970-1979
- 11990-1999
- 112000-2009
- 22010-2019
- Bridge Condition - Deck
- 26.3%Very good
- 57.9%Good
- 10.5%Satisfactory
- 5.3%Fair
- Bridge Condition - Superstructure
- 57.9%Very good
- 26.3%Good
- 15.8%Satisfactory
- Bridge Condition - Substructure
- 63.2%Very good
- 15.8%Good
- 10.5%Satisfactory
- 5.3%Fair
- 5.3%Critical
- Bridge Condition - Channel
- 54.5%Very good
- 27.3%Good
- 13.6%Satisfactory
- 4.5%Fair
- Bridge Condition - Culverts
- 20.0%Very good
- 60.0%Good
- 20.0%Satisfactory
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Structure Number: 1384, Location: .8 MI NW CO 11 CO 1 JCT (Lat: 34.414219, Lng: -88.149889), Route carried "on" structure: County highway 1, Year Built: 1936, Status: Posted for load, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 240 (year 1986), Truck Traffic: 4%, Average Future Daily Traffic: 412 (year 2032), Features Intersected: GUM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, 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: 2.69m (8.83ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: June 2020, Other Special Inspection Date: June 2021, Bridge Improvement Cost: $387,000, Roadway Improvement Cost: $39,000, Total Project Cost: $426,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1384, Location: .8 MI NW CO 11 CO 1 JCT (Lat: 34.414219, Lng: -88.149889), Route carried "on" structure: County highway 1, Year Built: 1936, Status: Posted for load, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 240 (year 1986), Truck Traffic: 4%, Average Future Daily Traffic: 412 (year 2032), Features Intersected: GUM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, 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: 2.69m (8.83ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: June 2020, Other Special Inspection Date: June 2021, Bridge Improvement Cost: $387,000, Roadway Improvement Cost: $39,000, Total Project Cost: $426,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 6195, Location: 2.3 MI N JCT SR 24 (Lat: 34.472822, Lng: -88.135375), Route carried "on" structure: County highway 11, Year Built: 1958, Status: Posted for load, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 760 (year 2000), Truck Traffic: 10%, Average Future Daily Traffic: 943 (year 2031), Features Intersected: BEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 38.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.0 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 7.14m (23.43ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2020, Underwater Inspection Date: October 2021, Other Special Inspection Date: March 2021, Bridge Improvement Cost: $1,126,000, Roadway Improvement Cost: $113,000, Total Project Cost: $1,239,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 6195, Location: 2.3 MI N JCT SR 24 (Lat: 34.472822, Lng: -88.135375), Route carried "on" structure: County highway 11, Year Built: 1958, Status: Posted for load, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 760 (year 2000), Truck Traffic: 10%, Average Future Daily Traffic: 943 (year 2031), Features Intersected: BEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 38.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.0 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 7.14m (23.43ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2020, Underwater Inspection Date: October 2021, Other Special Inspection Date: March 2021, Bridge Improvement Cost: $1,126,000, Roadway Improvement Cost: $113,000, Total Project Cost: $1,239,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 6272, Location: .5 MI E SR 24 CO 35 JCT (Lat: 34.437647, Lng: -88.125222), Route carried "on" structure: County highway 35, Year Built: 1958, Status: Posted for load, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 500 (year 1986), Truck Traffic: 3%, Average Future Daily Traffic: 396 (year 2031), Features Intersected: STREAM IN RED BAY
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 21.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 15.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.07m (6.79ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: June 2020, Other Special Inspection Date: June 2021, Bridge Improvement Cost: $299,000, Roadway Improvement Cost: $30,000, Total Project Cost: $329,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 6272, Location: .5 MI E SR 24 CO 35 JCT (Lat: 34.437647, Lng: -88.125222), Route carried "on" structure: County highway 35, Year Built: 1958, Status: Posted for load, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 500 (year 1986), Truck Traffic: 3%, Average Future Daily Traffic: 396 (year 2031), Features Intersected: STREAM IN RED BAY
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 21.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 15.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.07m (6.79ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: June 2020, Other Special Inspection Date: June 2021, Bridge Improvement Cost: $299,000, Roadway Improvement Cost: $30,000, Total Project Cost: $329,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 7382, Location: 0.8 MI S SR 24 CO 25 JCT (Lat: 34.440878, Lng: -88.055872), Route carried "on" structure: County highway 25, Year Built: 1961, Status: Posted for load, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 275 (year 1986), Truck Traffic: 5%, Average Future Daily Traffic: 586 (year 2036), Features Intersected: STREAM INTO BEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 19.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 13.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2020, Other Special Inspection Date: October 2021, Bridge Improvement Cost: $302,000, Roadway Improvement Cost: $30,000, Total Project Cost: $332,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 7382, Location: 0.8 MI S SR 24 CO 25 JCT (Lat: 34.440878, Lng: -88.055872), Route carried "on" structure: County highway 25, Year Built: 1961, Status: Posted for load, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 275 (year 1986), Truck Traffic: 5%, Average Future Daily Traffic: 586 (year 2036), Features Intersected: STREAM INTO BEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 19.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 13.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2020, Other Special Inspection Date: October 2021, Bridge Improvement Cost: $302,000, Roadway Improvement Cost: $30,000, Total Project Cost: $332,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 12003, Location: 1.5 M E JCT SR 24 & SR 19 (Lat: 34.444153, Lng: -88.114947), Route carried "on" structure: State highway 24, Year Built: 1978, Status: Open, Structure Length: 13.41m (44.00ft), Average Daily Traffic: 2,335 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 2,804 (year 2033), Design Load: HS 20, Features Intersected: BEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.892, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 7, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 45.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 14.22m (46.65ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $4,486,000, Roadway Improvement Cost: $449,000, Total Project Cost: $4,935,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 12003, Location: 1.5 M E JCT SR 24 & SR 19 (Lat: 34.444153, Lng: -88.114947), Route carried "on" structure: State highway 24, Year Built: 1978, Status: Open, Structure Length: 13.41m (44.00ft), Average Daily Traffic: 2,335 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 2,804 (year 2033), Design Load: HS 20, Features Intersected: BEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.892, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 7, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 45.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 14.22m (46.65ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $4,486,000, Roadway Improvement Cost: $449,000, Total Project Cost: $4,935,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 12004, Location: 1.9 M E JCT SR 24 & SR 19 (Lat: 34.444947, Lng: -88.109594), Route carried "on" structure: State highway 24, Year Built: 1978, Status: Open, Structure Length: 8.29m (27.20ft), Average Daily Traffic: 2,335 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 2,804 (year 2033), Design Load: HS 20, Features Intersected: BEAR CREEK RELIEF 1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.423, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 41.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.29m (30.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $2,930,000, Roadway Improvement Cost: $293,000, Total Project Cost: $3,223,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 12004, Location: 1.9 M E JCT SR 24 & SR 19 (Lat: 34.444947, Lng: -88.109594), Route carried "on" structure: State highway 24, Year Built: 1978, Status: Open, Structure Length: 8.29m (27.20ft), Average Daily Traffic: 2,335 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 2,804 (year 2033), Design Load: HS 20, Features Intersected: BEAR CREEK RELIEF 1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.423, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 41.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.29m (30.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $2,930,000, Roadway Improvement Cost: $293,000, Total Project Cost: $3,223,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 12005, Location: 2.2 M E JCT SR 24 & SR 19 (Lat: 34.445739, Lng: -88.103811), Route carried "on" structure: State highway 24, Year Built: 1978, Status: Open, Structure Length: 8.29m (27.20ft), Average Daily Traffic: 2,230 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 2,678 (year 2033), Design Load: HS 20, Features Intersected: BEAR CREEK RELIEF 2
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 5.890, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 61.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.29m (30.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $2,930,000, Roadway Improvement Cost: $293,000, Total Project Cost: $3,223,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 12005, Location: 2.2 M E JCT SR 24 & SR 19 (Lat: 34.445739, Lng: -88.103811), Route carried "on" structure: State highway 24, Year Built: 1978, Status: Open, Structure Length: 8.29m (27.20ft), Average Daily Traffic: 2,230 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 2,678 (year 2033), Design Load: HS 20, Features Intersected: BEAR CREEK RELIEF 2
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 5.890, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 61.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.29m (30.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $2,930,000, Roadway Improvement Cost: $293,000, Total Project Cost: $3,223,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 12006, Location: 2.6 M E JCT SR 24 & SR 19 (Lat: 34.446531, Lng: -88.097686), Route carried "on" structure: State highway 24, Year Built: 1978, Status: Open, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 2,230 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 2,678 (year 2033), Design Load: HS 20, Features Intersected: BEAR CREEK RELIEF 3
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 6.420, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 53.0 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: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.26m (23.82ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $2,290,000, Roadway Improvement Cost: $229,000, Total Project Cost: $2,519,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 12006, Location: 2.6 M E JCT SR 24 & SR 19 (Lat: 34.446531, Lng: -88.097686), Route carried "on" structure: State highway 24, Year Built: 1978, Status: Open, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 2,230 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 2,678 (year 2033), Design Load: HS 20, Features Intersected: BEAR CREEK RELIEF 3
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 6.420, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 53.0 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: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.26m (23.82ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $2,290,000, Roadway Improvement Cost: $229,000, Total Project Cost: $2,519,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 12007, Location: 2.7 M E JCT SR 24 & SR 19 (Lat: 34.446761, Lng: -88.095508), Route carried "on" structure: State highway 24, Year Built: 1978, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 2,230 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 2,678 (year 2033), Design Load: HS 20, Features Intersected: MUD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.565, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 61.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.20m (20.34ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $1,956,000, Roadway Improvement Cost: $196,000, Total Project Cost: $2,152,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 12007, Location: 2.7 M E JCT SR 24 & SR 19 (Lat: 34.446761, Lng: -88.095508), Route carried "on" structure: State highway 24, Year Built: 1978, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 2,230 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 2,678 (year 2033), Design Load: HS 20, Features Intersected: MUD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.565, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 61.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.20m (20.34ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $1,956,000, Roadway Improvement Cost: $196,000, Total Project Cost: $2,152,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 12878, Location: .1 MI S SR 247 (Lat: 34.456500, Lng: -88.073000), Route carried "on" structure: County highway B29, Year Built: 1951, Year Reconstructed: 1983, Status: Closed, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 35 (year 1987), Average Future Daily Traffic: 81 (year 2031), Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 3.7m (12.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Critical, Channel: Good, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, 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: 1.48m (4.86ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 3 months, Inspection Date: January 2015, Other Special Inspection Date: January 2016, Bridge Improvement Cost: $122,000, Roadway Improvement Cost: $12,000, Total Project Cost: $134,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 12878, Location: .1 MI S SR 247 (Lat: 34.456500, Lng: -88.073000), Route carried "on" structure: County highway B29, Year Built: 1951, Year Reconstructed: 1983, Status: Closed, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 35 (year 1987), Average Future Daily Traffic: 81 (year 2031), Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 3.7m (12.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Critical, Channel: Good, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, 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: 1.48m (4.86ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 3 months, Inspection Date: January 2015, Other Special Inspection Date: January 2016, Bridge Improvement Cost: $122,000, Roadway Improvement Cost: $12,000, Total Project Cost: $134,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 12896, Location: JCT SR 247 & SR 24 (Lat: 34.450083, Lng: -88.075444), Route carried "on" structure: State highway 247, Year Built: 1964, Year Reconstructed: 1982, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 1,170 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 1,428 (year 2033), Design Load: H 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.031, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 9 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: Satisfactory, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $818,000, Roadway Improvement Cost: $82,000, Total Project Cost: $900,000 ( Estimate for 2022)
Structure Number: 12896, Location: JCT SR 247 & SR 24 (Lat: 34.450083, Lng: -88.075444), Route carried "on" structure: State highway 247, Year Built: 1964, Year Reconstructed: 1982, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 1,170 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 1,428 (year 2033), Design Load: H 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.031, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 9 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: Satisfactory, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $818,000, Roadway Improvement Cost: $82,000, Total Project Cost: $900,000 ( Estimate for 2022)
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Structure Number: 15142, Location: .5 MI N CO 1 CO 11 JCT (Lat: 34.413781, Lng: -88.143467), Route carried "on" structure: County highway 11, Year Built: 1990, Status: Temporarily open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 940 (year 1994), Truck Traffic: 10%, Average Future Daily Traffic: 2,202 (year 2032), Design Load: H 15, Features Intersected: GUM 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: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Good, Culverts: Good, Structural Evaluation: High priority of replacement, Waterway Adequacy: Better than present minimum 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: March 2020, Bridge Improvement Cost: $512,000, Roadway Improvement Cost: $51,000, Total Project Cost: $563,000 ( Estimate for 2022)
Structure Number: 15142, Location: .5 MI N CO 1 CO 11 JCT (Lat: 34.413781, Lng: -88.143467), Route carried "on" structure: County highway 11, Year Built: 1990, Status: Temporarily open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 940 (year 1994), Truck Traffic: 10%, Average Future Daily Traffic: 2,202 (year 2032), Design Load: H 15, Features Intersected: GUM 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: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Good, Culverts: Good, Structural Evaluation: High priority of replacement, Waterway Adequacy: Better than present minimum 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: March 2020, Bridge Improvement Cost: $512,000, Roadway Improvement Cost: $51,000, Total Project Cost: $563,000 ( Estimate for 2022)
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Structure Number: 18718, Location: 2.7 MI N. SR.24 CO.11 JCT (Lat: 34.476853, Lng: -88.134519), Route carried "on" structure: County highway 11, Year Built: 2003, Status: Open, Structure Length: 0.96m (3.15ft), Average Daily Traffic: 808 (year 2002), Truck Traffic: 6%, Average Future Daily Traffic: 1,407 (year 2036), Design Load: HS 20, Features Intersected: BULLEN BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.0 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.63m (5.35ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $414,000, Roadway Improvement Cost: $41,000, Total Project Cost: $455,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 18718, Location: 2.7 MI N. SR.24 CO.11 JCT (Lat: 34.476853, Lng: -88.134519), Route carried "on" structure: County highway 11, Year Built: 2003, Status: Open, Structure Length: 0.96m (3.15ft), Average Daily Traffic: 808 (year 2002), Truck Traffic: 6%, Average Future Daily Traffic: 1,407 (year 2036), Design Load: HS 20, Features Intersected: BULLEN BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.0 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.63m (5.35ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $414,000, Roadway Improvement Cost: $41,000, Total Project Cost: $455,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 18719, Location: 3 MI N. SR.43 CO.11 JCT. (Lat: 34.483231, Lng: -88.132561), Route carried "on" structure: County highway 11, Year Built: 2003, Status: Open, Structure Length: 1.20m (3.94ft), Average Daily Traffic: 808 (year 2002), Truck Traffic: 6%, Average Future Daily Traffic: 1,407 (year 2036), Design Load: HS 20, Features Intersected: BULLEN BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 47.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.88m (6.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $476,000, Roadway Improvement Cost: $48,000, Total Project Cost: $524,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 18719, Location: 3 MI N. SR.43 CO.11 JCT. (Lat: 34.483231, Lng: -88.132561), Route carried "on" structure: County highway 11, Year Built: 2003, Status: Open, Structure Length: 1.20m (3.94ft), Average Daily Traffic: 808 (year 2002), Truck Traffic: 6%, Average Future Daily Traffic: 1,407 (year 2036), Design Load: HS 20, Features Intersected: BULLEN BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 47.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.88m (6.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $476,000, Roadway Improvement Cost: $48,000, Total Project Cost: $524,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 19158, Location: 2.6 M E JCT SR 24 & SR 19 (Lat: 34.446300, Lng: -88.097906), Route carried "on" structure: State highway 24, Year Built: 2007, Status: Open, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 2,230 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 2,678 (year 2033), Design Load: HS 20, Features Intersected: BEAR CREEK RELIEF 3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.420, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 68.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.26m (23.82ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $2,289,000, Roadway Improvement Cost: $229,000, Total Project Cost: $2,518,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 19158, Location: 2.6 M E JCT SR 24 & SR 19 (Lat: 34.446300, Lng: -88.097906), Route carried "on" structure: State highway 24, Year Built: 2007, Status: Open, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 2,230 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 2,678 (year 2033), Design Load: HS 20, Features Intersected: BEAR CREEK RELIEF 3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.420, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 68.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.26m (23.82ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $2,289,000, Roadway Improvement Cost: $229,000, Total Project Cost: $2,518,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 19159, Location: 1.9 M E JCT SR 24 & SR 19 (Lat: 34.444667, Lng: -88.109083), Route carried "on" structure: State highway 24, Year Built: 2007, Status: Open, Structure Length: 8.29m (27.20ft), Average Daily Traffic: 2,335 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 2,804 (year 2033), Design Load: HS 20, Features Intersected: BEAR CREEK RELIEF 1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.423, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 66.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.29m (30.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $2,930,000, Roadway Improvement Cost: $293,000, Total Project Cost: $3,223,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 19159, Location: 1.9 M E JCT SR 24 & SR 19 (Lat: 34.444667, Lng: -88.109083), Route carried "on" structure: State highway 24, Year Built: 2007, Status: Open, Structure Length: 8.29m (27.20ft), Average Daily Traffic: 2,335 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 2,804 (year 2033), Design Load: HS 20, Features Intersected: BEAR CREEK RELIEF 1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.423, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 66.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.29m (30.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $2,930,000, Roadway Improvement Cost: $293,000, Total Project Cost: $3,223,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1916, Location: 2.2 M E JCT SR 24 & SR 19 (Lat: 34.444500, Lng: -88.104417), Route carried "on" structure: State highway 24, Year Built: 2007, Status: Open, Structure Length: 8.29m (27.20ft), Average Daily Traffic: 2,230 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 2,678 (year 2033), Design Load: HS 20, Features Intersected: BEAR CREEK RELIEF 2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.890, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 66.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.29m (30.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $2,930,000, Roadway Improvement Cost: $293,000, Total Project Cost: $3,223,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1916, Location: 2.2 M E JCT SR 24 & SR 19 (Lat: 34.444500, Lng: -88.104417), Route carried "on" structure: State highway 24, Year Built: 2007, Status: Open, Structure Length: 8.29m (27.20ft), Average Daily Traffic: 2,230 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 2,678 (year 2033), Design Load: HS 20, Features Intersected: BEAR CREEK RELIEF 2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.890, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 66.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.29m (30.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $2,930,000, Roadway Improvement Cost: $293,000, Total Project Cost: $3,223,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 19161, Location: 1.5 M E JCT SR 24 & SR 19 (Lat: 34.443950, Lng: -88.114856), Route carried "on" structure: State highway 24, Year Built: 2007, Status: Open, Structure Length: 13.87m (45.51ft), Average Daily Traffic: 2,335 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 2,804 (year 2033), Design Load: HS 20, Features Intersected: BEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.892, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, 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: 14.67m (48.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $4,627,000, Roadway Improvement Cost: $463,000, Total Project Cost: $5,090,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 19161, Location: 1.5 M E JCT SR 24 & SR 19 (Lat: 34.443950, Lng: -88.114856), Route carried "on" structure: State highway 24, Year Built: 2007, Status: Open, Structure Length: 13.87m (45.51ft), Average Daily Traffic: 2,335 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 2,804 (year 2033), Design Load: HS 20, Features Intersected: BEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.892, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, 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: 14.67m (48.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $4,627,000, Roadway Improvement Cost: $463,000, Total Project Cost: $5,090,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 19162, Location: 2.7 M E JCT SR 24 & SR 19 (Lat: 34.446583, Lng: -88.095778), Route carried "on" structure: State highway 24, Year Built: 2007, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 2,230 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 2,678 (year 2033), Design Load: HS 20, Features Intersected: MUD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.565, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 68.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.21m (20.37ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $1,957,000, Roadway Improvement Cost: $196,000, Total Project Cost: $2,153,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 19162, Location: 2.7 M E JCT SR 24 & SR 19 (Lat: 34.446583, Lng: -88.095778), Route carried "on" structure: State highway 24, Year Built: 2007, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 2,230 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 2,678 (year 2033), Design Load: HS 20, Features Intersected: MUD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.565, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 68.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.21m (20.37ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $1,957,000, Roadway Improvement Cost: $196,000, Total Project Cost: $2,153,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 19411, Location: JCT SR 19 & SR 24 (Lat: 34.429622, Lng: -88.133858), Route carried "on" structure: State highway 19, Year Built: 2010, Status: Open, Structure Length: 12.47m (40.91ft), Average Daily Traffic: 1,630 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 2,235 (year 2033), Design Load: HS 20, Features Intersected: SR 24
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 56.715, Lanes on structure: 3, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 17.4m (57.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.9m (58.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 85.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.5 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, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 13.30m (43.64ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $5,291,000, Roadway Improvement Cost: $529,000, Total Project Cost: $5,820,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 19411, Location: JCT SR 19 & SR 24 (Lat: 34.429622, Lng: -88.133858), Route carried "on" structure: State highway 19, Year Built: 2010, Status: Open, Structure Length: 12.47m (40.91ft), Average Daily Traffic: 1,630 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 2,235 (year 2033), Design Load: HS 20, Features Intersected: SR 24
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 56.715, Lanes on structure: 3, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 17.4m (57.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.9m (58.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 85.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.5 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, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 13.30m (43.64ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $5,291,000, Roadway Improvement Cost: $529,000, Total Project Cost: $5,820,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 19412, Location: 1 MI E JCT SR 24 & SR 19 (Lat: 34.342850, Lng: -88.128611), Route carried "on" structure: County highway 9, Year Built: 2007, Status: Open, Structure Length: 11.61m (38.09ft), Average Daily Traffic: 300 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 985 (year 2030), Design Load: HS 20, Features Intersected: SR 24
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.530, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.4m (24.3ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 87.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 12.48m (40.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $3,594,000, Roadway Improvement Cost: $359,000, Total Project Cost: $3,953,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 19412, Location: 1 MI E JCT SR 24 & SR 19 (Lat: 34.342850, Lng: -88.128611), Route carried "on" structure: County highway 9, Year Built: 2007, Status: Open, Structure Length: 11.61m (38.09ft), Average Daily Traffic: 300 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 985 (year 2030), Design Load: HS 20, Features Intersected: SR 24
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.530, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.4m (24.3ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 87.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 12.48m (40.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $3,594,000, Roadway Improvement Cost: $359,000, Total Project Cost: $3,953,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 19621, Location: 1.9MILES N JCT ST HWY 24? (Lat: 34.467908, Lng: -88.136344), Route carried "on" structure: County highway 11, Year Built: 2007, Status: Open, Structure Length: 12.57m (41.24ft), Average Daily Traffic: 760 (year 2000), Truck Traffic: 10%, Average Future Daily Traffic: 1,350 (year 2029), Design Load: HS 20, Features Intersected: BEAR CREEK FLOODWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 45.7m (149.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 82.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 13.40m (43.96ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $2,757,000, Roadway Improvement Cost: $276,000, Total Project Cost: $3,033,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 19621, Location: 1.9MILES N JCT ST HWY 24? (Lat: 34.467908, Lng: -88.136344), Route carried "on" structure: County highway 11, Year Built: 2007, Status: Open, Structure Length: 12.57m (41.24ft), Average Daily Traffic: 760 (year 2000), Truck Traffic: 10%, Average Future Daily Traffic: 1,350 (year 2029), Design Load: HS 20, Features Intersected: BEAR CREEK FLOODWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 45.7m (149.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 82.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 13.40m (43.96ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $2,757,000, Roadway Improvement Cost: $276,000, Total Project Cost: $3,033,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 19859, Location: AT JCT CO23 SINGLETON RD (Lat: 34.359928, Lng: -88.133589), Route carried "on" structure: County highway 23, Year Built: 2007, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 35 (year 1986), Average Future Daily Traffic: 78 (year 2029), Design Load: HS 20, Features Intersected: HURRICANE CREEK, Facility Carried by Structure: SINGLETON RD
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.8m (51.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 3.9m (12.8ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Fair, Operating Rating: 42.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.3 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: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.26m (7.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $201,000, Roadway Improvement Cost: $20,000, Total Project Cost: $221,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 19859, Location: AT JCT CO23 SINGLETON RD (Lat: 34.359928, Lng: -88.133589), Route carried "on" structure: County highway 23, Year Built: 2007, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 35 (year 1986), Average Future Daily Traffic: 78 (year 2029), Design Load: HS 20, Features Intersected: HURRICANE CREEK, Facility Carried by Structure: SINGLETON RD
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.8m (51.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 3.9m (12.8ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Fair, Operating Rating: 42.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.3 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: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.26m (7.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $201,000, Roadway Improvement Cost: $20,000, Total Project Cost: $221,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 20849, Location: 1.5 MI N CO 3 SR 24 JCT (Lat: 34.462403, Lng: -88.154286), Route carried "on" structure: County highway 3, Year Built: 2017, Status: Open, Structure Length: 0.96m (3.15ft), Average Daily Traffic: 5,800 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 8,620 (year 2036), Design Load: HL 93, Features Intersected: STREAM TO BEAR CREEK, Facility Carried by Structure: 4TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.9m (29.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 35.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.63m (5.35ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $480,000, Roadway Improvement Cost: $48,000, Total Project Cost: $528,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 20849, Location: 1.5 MI N CO 3 SR 24 JCT (Lat: 34.462403, Lng: -88.154286), Route carried "on" structure: County highway 3, Year Built: 2017, Status: Open, Structure Length: 0.96m (3.15ft), Average Daily Traffic: 5,800 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 8,620 (year 2036), Design Load: HL 93, Features Intersected: STREAM TO BEAR CREEK, Facility Carried by Structure: 4TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.9m (29.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 35.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.63m (5.35ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $480,000, Roadway Improvement Cost: $48,000, Total Project Cost: $528,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 19412, Location: 1 MI E JCT SR 24 & SR 19 (Lat: 34.342850, Lng: -88.128611), Route carried "under" structure: State highway 24, Year Built: 2007, Structure Length: 0. m, Average Daily Traffic: 2,855 (year 2020), Truck Traffic: 11%, Features Intersected: SR 24, Facility Carried by Structure: COUNTY ROAD 9
Minimum Vertical Clearance: 5.06m (16.60ft), Kilometerpoint: 3.653, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.5m (109.9ft)
Structure Number: 19412, Location: 1 MI E JCT SR 24 & SR 19 (Lat: 34.342850, Lng: -88.128611), Route carried "under" structure: State highway 24, Year Built: 2007, Structure Length: 0. m, Average Daily Traffic: 2,855 (year 2020), Truck Traffic: 11%, Features Intersected: SR 24, Facility Carried by Structure: COUNTY ROAD 9
Minimum Vertical Clearance: 5.06m (16.60ft), Kilometerpoint: 3.653, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.5m (109.9ft)