Bridge Statistics for Stewartville, Alabama (AL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 19Number of bridges
- 98ft / 30.3mTotal length
- $16,250,000Total costs
- 40,847Total average daily traffic
- 3,739Total average daily truck traffic
- 55,321Total future (year 2035) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Stewartville
- No street view available for this location
- New bridges - historical statistics
- 21930-1939
- 31940-1949
- 11950-1959
- 51970-1979
- 21980-1989
- 41990-1999
- 22010-2019
- Bridge Condition - Deck
- 57.1%Good
- 14.3%Satisfactory
- 28.6%Fair
- Bridge Condition - Superstructure
- 28.6%Good
- 42.9%Satisfactory
- 28.6%Fair
- Bridge Condition - Substructure
- 28.6%Good
- 28.6%Satisfactory
- 42.9%Fair
- Bridge Condition - Channel
- 10.5%Excellent
- 5.3%Very good
- 42.1%Good
- 42.1%Satisfactory
- Bridge Condition - Culverts
- 8.3%Excellent
- 8.3%Very good
- 25.0%Good
- 58.3%Satisfactory
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Structure Number: 1962, Location: 3.5 MI N HANOVER (Lat: 33.051333, Lng: -86.237333), Route carried "on" structure: US 231, Year Built: 1939, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 3,417 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 4,784 (year 2038), Design Load: H 15, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 323.578, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 82.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.24m (4.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $409,000, Roadway Improvement Cost: $41,000, Total Project Cost: $450,000 ( Estimate for 2022)
Structure Number: 1962, Location: 3.5 MI N HANOVER (Lat: 33.051333, Lng: -86.237333), Route carried "on" structure: US 231, Year Built: 1939, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 3,417 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 4,784 (year 2038), Design Load: H 15, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 323.578, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 82.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.24m (4.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $409,000, Roadway Improvement Cost: $41,000, Total Project Cost: $450,000 ( Estimate for 2022)
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Structure Number: 1964, Location: .15MI S TALLADEGA CO LINE (Lat: 33.100783, Lng: -86.252419), Route carried "on" structure: US 231, Year Built: 1939, Status: Open, Structure Length: 0.89m (2.92ft), Average Daily Traffic: 5,050 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 7,070 (year 2038), Design Load: H 15, Features Intersected: HOSTLER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 329.335, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 78.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.56m (5.12ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $458,000, Roadway Improvement Cost: $46,000, Total Project Cost: $504,000 ( Estimate for 2022)
Structure Number: 1964, Location: .15MI S TALLADEGA CO LINE (Lat: 33.100783, Lng: -86.252419), Route carried "on" structure: US 231, Year Built: 1939, Status: Open, Structure Length: 0.89m (2.92ft), Average Daily Traffic: 5,050 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 7,070 (year 2038), Design Load: H 15, Features Intersected: HOSTLER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 329.335, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 78.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.56m (5.12ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $458,000, Roadway Improvement Cost: $46,000, Total Project Cost: $504,000 ( Estimate for 2022)
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Structure Number: 2834, Location: 0.8 MI. W. JCT. 231 (Lat: 33.072814, Lng: -86.248586), Route carried "on" structure: County highway 41, Year Built: 1945, Status: Posted for load, Structure Length: 3.87m (12.70ft), Average Daily Traffic: 707 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 744 (year 2041), Design Load: HS 15, Features Intersected: Weogufka 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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 6.6m (21.7ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 28.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, 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: > 39.9% below), Length Of Structure Improvement: 4.81m (15.78ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2021, Other Special Inspection Date: May 2021, Bridge Improvement Cost: $759,000, Roadway Improvement Cost: $76,000, Total Project Cost: $835,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 2834, Location: 0.8 MI. W. JCT. 231 (Lat: 33.072814, Lng: -86.248586), Route carried "on" structure: County highway 41, Year Built: 1945, Status: Posted for load, Structure Length: 3.87m (12.70ft), Average Daily Traffic: 707 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 744 (year 2041), Design Load: HS 15, Features Intersected: Weogufka 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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 6.6m (21.7ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 28.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, 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: > 39.9% below), Length Of Structure Improvement: 4.81m (15.78ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2021, Other Special Inspection Date: May 2021, Bridge Improvement Cost: $759,000, Roadway Improvement Cost: $76,000, Total Project Cost: $835,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 3382, Location: 2 MI. S. W. TALL. CO.LINE (Lat: 33.090903, Lng: -86.366014), Route carried "on" structure: County highway , Year Built: 1949, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 36 (year 2022), Average Future Daily Traffic: 102 (year 2042), Features Intersected: Monk Creek, Facility Carried by Structure: Red Robin Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 26.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 16.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, 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: > 39.9% below), Length Of Structure Improvement: 1.64m (5.38ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: Febuary 2022, Other Special Inspection Date: Febuary 2022, Bridge Improvement Cost: $158,000, Roadway Improvement Cost: $16,000, Total Project Cost: $174,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 3382, Location: 2 MI. S. W. TALL. CO.LINE (Lat: 33.090903, Lng: -86.366014), Route carried "on" structure: County highway , Year Built: 1949, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 36 (year 2022), Average Future Daily Traffic: 102 (year 2042), Features Intersected: Monk Creek, Facility Carried by Structure: Red Robin Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 26.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 16.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, 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: > 39.9% below), Length Of Structure Improvement: 1.64m (5.38ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: Febuary 2022, Other Special Inspection Date: Febuary 2022, Bridge Improvement Cost: $158,000, Roadway Improvement Cost: $16,000, Total Project Cost: $174,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 4345, Location: 0.55 MI S CR-78 (Lat: 33.076083, Lng: -86.288836), Route carried "on" structure: County highway 29, Year Built: 1952, Status: Open, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 761 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 837 (year 2042), Design Load: HS 20, Features Intersected: Breastworks Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.81m (5.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $356,000, Roadway Improvement Cost: $36,000, Total Project Cost: $392,000 ( Estimate for 2022)
Structure Number: 4345, Location: 0.55 MI S CR-78 (Lat: 33.076083, Lng: -86.288836), Route carried "on" structure: County highway 29, Year Built: 1952, Status: Open, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 761 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 837 (year 2042), Design Load: HS 20, Features Intersected: Breastworks Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.81m (5.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $356,000, Roadway Improvement Cost: $36,000, Total Project Cost: $392,000 ( Estimate for 2022)
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Structure Number: 10967, Location: .7 MI E. TALLADEG CO LINE (Lat: 33.097167, Lng: -86.218917), Route carried "on" structure: State highway 38, Year Built: 1973, Status: Open, Structure Length: 1.48m (4.86ft), Average Daily Traffic: 12,198 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 17,077 (year 2038), Design Load: H 20, Features Intersected: SHELTON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 76.923, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.5m (11.5ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.16m (7.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $3,740,000, Roadway Improvement Cost: $374,000, Total Project Cost: $4,114,000 ( Estimate for 2022)
Structure Number: 10967, Location: .7 MI E. TALLADEG CO LINE (Lat: 33.097167, Lng: -86.218917), Route carried "on" structure: State highway 38, Year Built: 1973, Status: Open, Structure Length: 1.48m (4.86ft), Average Daily Traffic: 12,198 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 17,077 (year 2038), Design Load: H 20, Features Intersected: SHELTON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 76.923, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.5m (11.5ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.16m (7.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $3,740,000, Roadway Improvement Cost: $374,000, Total Project Cost: $4,114,000 ( Estimate for 2022)
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Structure Number: 10968, Location: 1.3 MI E.TALLADEG CO LINE (Lat: 33.091333, Lng: -86.209778), Route carried "on" structure: State highway 38, Year Built: 1973, Status: Open, Structure Length: 2.24m (7.35ft), Average Daily Traffic: 12,198 (year 2018), Truck Traffic: 17%, Average Future Daily Traffic: 17,077 (year 2038), Design Load: H 20, Features Intersected: WEOGUFKA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 77.961, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 7, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.06m (10.04ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $3,055,000, Roadway Improvement Cost: $306,000, Total Project Cost: $3,361,000 ( Estimate for 2022)
Structure Number: 10968, Location: 1.3 MI E.TALLADEG CO LINE (Lat: 33.091333, Lng: -86.209778), Route carried "on" structure: State highway 38, Year Built: 1973, Status: Open, Structure Length: 2.24m (7.35ft), Average Daily Traffic: 12,198 (year 2018), Truck Traffic: 17%, Average Future Daily Traffic: 17,077 (year 2038), Design Load: H 20, Features Intersected: WEOGUFKA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 77.961, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 7, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.06m (10.04ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $3,055,000, Roadway Improvement Cost: $306,000, Total Project Cost: $3,361,000 ( Estimate for 2022)
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Structure Number: 11817, Location: 0.44 Mi NW of CR-41 (Lat: 33.083783, Lng: -86.253561), Route carried "on" structure: County highway 39, Year Built: 1977, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 398 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 440 (year 2041), Design Load: H 15, Features Intersected: Shelton Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.84m (12.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $684,000, Roadway Improvement Cost: $68,000, Total Project Cost: $752,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 11817, Location: 0.44 Mi NW of CR-41 (Lat: 33.083783, Lng: -86.253561), Route carried "on" structure: County highway 39, Year Built: 1977, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 398 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 440 (year 2041), Design Load: H 15, Features Intersected: Shelton Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.84m (12.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $684,000, Roadway Improvement Cost: $68,000, Total Project Cost: $752,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 12029, Location: 0.8 MI. N. HANOVER (Lat: 33.007903, Lng: -86.195636), Route carried "on" structure: County highway 49, Year Built: 1978, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 1,201 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 1,501 (year 2041), Design Load: HS 20, Features Intersected: Unnamed Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 49.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $352,000, Roadway Improvement Cost: $35,000, Total Project Cost: $387,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 12029, Location: 0.8 MI. N. HANOVER (Lat: 33.007903, Lng: -86.195636), Route carried "on" structure: County highway 49, Year Built: 1978, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 1,201 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 1,501 (year 2041), Design Load: HS 20, Features Intersected: Unnamed Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 49.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $352,000, Roadway Improvement Cost: $35,000, Total Project Cost: $387,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 122, Location: 0.7 MI. E. CO. 41 (Lat: 33.097267, Lng: -86.186614), Route carried "on" structure: County highway 66, Year Built: 1979, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 469 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 582 (year 2041), Design Load: HS 20, Features Intersected: Weogufka Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 63.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.14m (7.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $382,000, Roadway Improvement Cost: $38,000, Total Project Cost: $420,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 122, Location: 0.7 MI. E. CO. 41 (Lat: 33.097267, Lng: -86.186614), Route carried "on" structure: County highway 66, Year Built: 1979, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 469 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 582 (year 2041), Design Load: HS 20, Features Intersected: Weogufka Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 63.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.14m (7.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $382,000, Roadway Improvement Cost: $38,000, Total Project Cost: $420,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 14255, Location: 2.6 MI. W. CR-41 (Lat: 33.062067, Lng: -86.290047), Route carried "on" structure: County highway 70, Year Built: 1987, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 551 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 578 (year 2040), Design Load: HS 20, Features Intersected: Weogufka Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 57.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.11m (16.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $947,000, Roadway Improvement Cost: $95,000, Total Project Cost: $1,042,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 14255, Location: 2.6 MI. W. CR-41 (Lat: 33.062067, Lng: -86.290047), Route carried "on" structure: County highway 70, Year Built: 1987, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 551 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 578 (year 2040), Design Load: HS 20, Features Intersected: Weogufka Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 57.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.11m (16.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $947,000, Roadway Improvement Cost: $95,000, Total Project Cost: $1,042,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 14702, Location: 1.5 MI N HANOVER (Lat: 33.017347, Lng: -86.187867), Route carried "on" structure: County highway 49, Year Built: 1946, Year Reconstructed: 1989, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 1,201 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 1,501 (year 2041), Design Load: H 15, Features Intersected: Mill Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $251,000, Roadway Improvement Cost: $25,000, Total Project Cost: $276,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 14702, Location: 1.5 MI N HANOVER (Lat: 33.017347, Lng: -86.187867), Route carried "on" structure: County highway 49, Year Built: 1946, Year Reconstructed: 1989, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 1,201 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 1,501 (year 2041), Design Load: H 15, Features Intersected: Mill Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $251,000, Roadway Improvement Cost: $25,000, Total Project Cost: $276,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 14929, Location: 0.22 Mi S of CR-150 (Lat: 33.089019, Lng: -86.214833), Route carried "on" structure: County highway 74, Year Built: 1989, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 245 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 268 (year 2041), Design Load: HS 20, Features Intersected: Weogufka Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 68.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.95m (6.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $474,000, Roadway Improvement Cost: $47,000, Total Project Cost: $521,000 ( Estimate for 2022)
Structure Number: 14929, Location: 0.22 Mi S of CR-150 (Lat: 33.089019, Lng: -86.214833), Route carried "on" structure: County highway 74, Year Built: 1989, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 245 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 268 (year 2041), Design Load: HS 20, Features Intersected: Weogufka Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 68.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.95m (6.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $474,000, Roadway Improvement Cost: $47,000, Total Project Cost: $521,000 ( Estimate for 2022)
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Structure Number: 15458, Location: 0.74 MI. W. CR-41 (Lat: 33.067933, Lng: -86.261394), Route carried "on" structure: County highway 70, Year Built: 1991, Status: Open, Structure Length: 0.62m (2.03ft), Average Daily Traffic: 551 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 578 (year 2040), Design Load: HS 20, Features Intersected: Guy Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 86.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.24m (4.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $301,000, Roadway Improvement Cost: $30,000, Total Project Cost: $331,000 ( Estimate for 2022)
Structure Number: 15458, Location: 0.74 MI. W. CR-41 (Lat: 33.067933, Lng: -86.261394), Route carried "on" structure: County highway 70, Year Built: 1991, Status: Open, Structure Length: 0.62m (2.03ft), Average Daily Traffic: 551 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 578 (year 2040), Design Load: HS 20, Features Intersected: Guy Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 86.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.24m (4.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $301,000, Roadway Improvement Cost: $30,000, Total Project Cost: $331,000 ( Estimate for 2022)
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Structure Number: 15818, Location: 0.65 MI SE of CR-150 (Lat: 33.072567, Lng: -86.234372), Route carried "on" structure: County highway 74, Year Built: 1993, Status: Open, Structure Length: 2.00m (6.56ft), Average Daily Traffic: 245 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 268 (year 2041), Design Load: HS 20, Features Intersected: Weogufka Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 72.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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 minimum criteria, Length Of Structure Improvement: 2.76m (9.06ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $668,000, Roadway Improvement Cost: $67,000, Total Project Cost: $735,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 15818, Location: 0.65 MI SE of CR-150 (Lat: 33.072567, Lng: -86.234372), Route carried "on" structure: County highway 74, Year Built: 1993, Status: Open, Structure Length: 2.00m (6.56ft), Average Daily Traffic: 245 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 268 (year 2041), Design Load: HS 20, Features Intersected: Weogufka Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 72.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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 minimum criteria, Length Of Structure Improvement: 2.76m (9.06ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $668,000, Roadway Improvement Cost: $67,000, Total Project Cost: $735,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 17083, Location: 0.44 MI S CR-35 (Lat: 33.060672, Lng: -86.308108), Route carried "on" structure: County highway 29, Year Built: 1997, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 746 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 820 (year 2041), Design Load: HS 20, Features Intersected: Stewart Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 53.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.41m (4.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $343,000, Roadway Improvement Cost: $34,000, Total Project Cost: $377,000 ( Estimate for 2022)
Structure Number: 17083, Location: 0.44 MI S CR-35 (Lat: 33.060672, Lng: -86.308108), Route carried "on" structure: County highway 29, Year Built: 1997, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 746 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 820 (year 2041), Design Load: HS 20, Features Intersected: Stewart Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 53.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.41m (4.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $343,000, Roadway Improvement Cost: $34,000, Total Project Cost: $377,000 ( Estimate for 2022)
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Structure Number: 17432, Location: 0.9 MI. E CR-29 (Lat: 33.083836, Lng: -86.270697), Route carried "on" structure: County highway 78, Year Built: 1999, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 511 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 540 (year 2041), Design Load: HS 20, Features Intersected: Jennings Branch
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), 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: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.62m (5.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $393,000, Roadway Improvement Cost: $39,000, Total Project Cost: $432,000 ( Estimate for 2022)
Structure Number: 17432, Location: 0.9 MI. E CR-29 (Lat: 33.083836, Lng: -86.270697), Route carried "on" structure: County highway 78, Year Built: 1999, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 511 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 540 (year 2041), Design Load: HS 20, Features Intersected: Jennings Branch
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), 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: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.62m (5.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $393,000, Roadway Improvement Cost: $39,000, Total Project Cost: $432,000 ( Estimate for 2022)
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Structure Number: 1884, Location: 300 FT WEST OF HWY 179 (Lat: 33.095100, Lng: -86.187700), Route carried "on" structure: County highway 47, Year Built: 2014, Status: Open, Structure Length: 1.36m (4.46ft), Average Daily Traffic: 297 (year 2013), Truck Traffic: 3%, Average Future Daily Traffic: 460 (year 2035), Design Load: HS 20, Features Intersected: BRISTOW CREEK, Facility Carried by Structure: MAYO ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft)
Condition: Channel: Excellent, Culverts: Excellent, Operating Rating: 73.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.04m (6.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $470,000, Roadway Improvement Cost: $47,000, Total Project Cost: $517,000 ( Estimate for 2022)
Structure Number: 1884, Location: 300 FT WEST OF HWY 179 (Lat: 33.095100, Lng: -86.187700), Route carried "on" structure: County highway 47, Year Built: 2014, Status: Open, Structure Length: 1.36m (4.46ft), Average Daily Traffic: 297 (year 2013), Truck Traffic: 3%, Average Future Daily Traffic: 460 (year 2035), Design Load: HS 20, Features Intersected: BRISTOW CREEK, Facility Carried by Structure: MAYO ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft)
Condition: Channel: Excellent, Culverts: Excellent, Operating Rating: 73.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.04m (6.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $470,000, Roadway Improvement Cost: $47,000, Total Project Cost: $517,000 ( Estimate for 2022)
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Structure Number: 20844, Location: 1.12 miles east of US 231 (Lat: 33.090639, Lng: -86.236094), Route carried "on" structure: County highway 68, Year Built: 2016, Status: Open, Structure Length: 1.78m (5.84ft), Average Daily Traffic: 65 (year 2020), Truck Traffic: 24%, Average Future Daily Traffic: 94 (year 2040), Design Load: HL 93, Features Intersected: Shelton Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Channel: Excellent, Culverts: Very good, Operating Rating: 71.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 55.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.48m (8.14ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $573,000, Roadway Improvement Cost: $57,000, Total Project Cost: $630,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 20844, Location: 1.12 miles east of US 231 (Lat: 33.090639, Lng: -86.236094), Route carried "on" structure: County highway 68, Year Built: 2016, Status: Open, Structure Length: 1.78m (5.84ft), Average Daily Traffic: 65 (year 2020), Truck Traffic: 24%, Average Future Daily Traffic: 94 (year 2040), Design Load: HL 93, Features Intersected: Shelton Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Channel: Excellent, Culverts: Very good, Operating Rating: 71.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 55.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.48m (8.14ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $573,000, Roadway Improvement Cost: $57,000, Total Project Cost: $630,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous