Bridge Statistics for Dadeville, Alabama (AL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 16Number of bridges
- 262ft / 79.7mTotal length
- $25,950,000Total costs
- 51,390Total average daily traffic
- 4,839Total average daily truck traffic
- 72,236Total future (year 2030) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Dadeville
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 11930-1939
- 21940-1949
- 11950-1959
- 21970-1979
- 41980-1989
- 21990-1999
- 32000-2009
- Bridge Condition - Deck
- 8.3%Very good
- 50.0%Good
- 25.0%Satisfactory
- 16.7%Fair
- Bridge Condition - Superstructure
- 25.0%Very good
- 50.0%Good
- 25.0%Satisfactory
- Bridge Condition - Substructure
- 16.7%Very good
- 58.3%Good
- 16.7%Fair
- 8.3%Serious
- Bridge Condition - Channel
- 14.3%Very good
- 57.1%Good
- 7.1%Satisfactory
- 14.3%Fair
- 7.1%Poor
- Bridge Condition - Culverts
- 25.0%Very good
- 50.0%Good
- 25.0%Fair
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Structure Number: 1489, Location: IN NOTASULGA (Lat: 32.549242, Lng: -85.676844), Route carried "on" structure: State highway 81, Year Built: 1936, Status: Open, Structure Length: 13.56m (44.49ft), Average Daily Traffic: 1,660 (year 2013), Truck Traffic: 12%, Average Future Daily Traffic: 2,312 (year 2033), Design Load: H 15, Features Intersected: W. OF AL. RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.893, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 14, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 44.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 14.37m (47.15ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2020, Critical Feature Inspection Date: August 2020, Other Special Inspection Date: August 2021, Bridge Improvement Cost: $2,365,000, Roadway Improvement Cost: $237,000, Total Project Cost: $2,602,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1489, Location: IN NOTASULGA (Lat: 32.549242, Lng: -85.676844), Route carried "on" structure: State highway 81, Year Built: 1936, Status: Open, Structure Length: 13.56m (44.49ft), Average Daily Traffic: 1,660 (year 2013), Truck Traffic: 12%, Average Future Daily Traffic: 2,312 (year 2033), Design Load: H 15, Features Intersected: W. OF AL. RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.893, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 14, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 44.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 14.37m (47.15ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2020, Critical Feature Inspection Date: August 2020, Other Special Inspection Date: August 2021, Bridge Improvement Cost: $2,365,000, Roadway Improvement Cost: $237,000, Total Project Cost: $2,602,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 2579, Location: 6.5 MI N JCT SR 50 (Lat: 32.798417, Lng: -85.789528), Route carried "on" structure: State highway 49, Year Built: 1941, Status: Open, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 4,586 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 6,420 (year 2039), Design Load: H 15, Features Intersected: SANDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.155, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 39.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 7.75m (25.43ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: July 2021, Underwater Inspection Date: September 2020, Bridge Improvement Cost: $1,381,000, Roadway Improvement Cost: $138,000, Total Project Cost: $1,519,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 2579, Location: 6.5 MI N JCT SR 50 (Lat: 32.798417, Lng: -85.789528), Route carried "on" structure: State highway 49, Year Built: 1941, Status: Open, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 4,586 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 6,420 (year 2039), Design Load: H 15, Features Intersected: SANDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.155, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 39.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 7.75m (25.43ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: July 2021, Underwater Inspection Date: September 2020, Bridge Improvement Cost: $1,381,000, Roadway Improvement Cost: $138,000, Total Project Cost: $1,519,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 3034, Location: DADEVILLE (Lat: 32.851667, Lng: -85.771667), Route carried "on" structure: City street , Year Built: 1947, Status: Posted for load, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 130 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 180 (year 2041), Features Intersected: BUCK CREEK, Facility Carried by Structure: OLDMILLERFERRY RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.999, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 5.5m (18.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Serious, Channel: Poor, Operating Rating: 2.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 1.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, 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: 3.59m (11.78ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 3 months, Inspection Date: December 2021, Other Special Inspection Date: December 2021, Bridge Improvement Cost: $567,000, Roadway Improvement Cost: $57,000, Total Project Cost: $624,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 3034, Location: DADEVILLE (Lat: 32.851667, Lng: -85.771667), Route carried "on" structure: City street , Year Built: 1947, Status: Posted for load, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 130 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 180 (year 2041), Features Intersected: BUCK CREEK, Facility Carried by Structure: OLDMILLERFERRY RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.999, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 5.5m (18.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Serious, Channel: Poor, Operating Rating: 2.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 1.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, 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: 3.59m (11.78ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 3 months, Inspection Date: December 2021, Other Special Inspection Date: December 2021, Bridge Improvement Cost: $567,000, Roadway Improvement Cost: $57,000, Total Project Cost: $624,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 6066, Location: 2.3 MI N CO RD 039 (Lat: 32.805383, Lng: -85.773803), Route carried "on" structure: ServiceCounty highway A8302, Year Built: 1957, Status: Posted for load, Structure Length: 7.65m (25.10ft), Average Daily Traffic: 270 (year 2008), Truck Traffic: 7%, Average Future Daily Traffic: 420 (year 2030), Design Load: H 15, Features Intersected: SANDY CREEK, Facility Carried by Structure: AGRICOLA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 5, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.4 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: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 8.67m (28.44ft), 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: $1,427,000, Roadway Improvement Cost: $143,000, Total Project Cost: $1,570,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 6066, Location: 2.3 MI N CO RD 039 (Lat: 32.805383, Lng: -85.773803), Route carried "on" structure: ServiceCounty highway A8302, Year Built: 1957, Status: Posted for load, Structure Length: 7.65m (25.10ft), Average Daily Traffic: 270 (year 2008), Truck Traffic: 7%, Average Future Daily Traffic: 420 (year 2030), Design Load: H 15, Features Intersected: SANDY CREEK, Facility Carried by Structure: AGRICOLA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 5, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.4 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: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 8.67m (28.44ft), 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: $1,427,000, Roadway Improvement Cost: $143,000, Total Project Cost: $1,570,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 11448, Location: .5 MI N JCT US 280 (Lat: 32.849292, Lng: -85.779069), Route carried "on" structure: State highway 49, Year Built: 1976, Status: Open, Structure Length: 1.63m (5.35ft), Average Daily Traffic: 2,356 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 3,298 (year 2039), Design Load: HS 20, Features Intersected: BUCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.506, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Fair, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.31m (7.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $1,537,000, Roadway Improvement Cost: $154,000, Total Project Cost: $1,691,000 ( Estimate for 2022)
Structure Number: 11448, Location: .5 MI N JCT US 280 (Lat: 32.849292, Lng: -85.779069), Route carried "on" structure: State highway 49, Year Built: 1976, Status: Open, Structure Length: 1.63m (5.35ft), Average Daily Traffic: 2,356 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 3,298 (year 2039), Design Load: HS 20, Features Intersected: BUCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.506, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Fair, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.31m (7.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $1,537,000, Roadway Improvement Cost: $154,000, Total Project Cost: $1,691,000 ( Estimate for 2022)
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Structure Number: 11449, Location: 0.82 MI N JCT US 280 (Lat: 32.861833, Lng: -85.776028), Route carried "on" structure: State highway 49, Year Built: 1975, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 2,326 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 3,256 (year 2040), Design Load: HS 20, Features Intersected: NORFOLK SOUTHERN R/R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 52.392, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.5m (50.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 81.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.07m (16.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $1,565,000, Roadway Improvement Cost: $157,000, Total Project Cost: $1,722,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 11449, Location: 0.82 MI N JCT US 280 (Lat: 32.861833, Lng: -85.776028), Route carried "on" structure: State highway 49, Year Built: 1975, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 2,326 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 3,256 (year 2040), Design Load: HS 20, Features Intersected: NORFOLK SOUTHERN R/R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 52.392, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.5m (50.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 81.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.07m (16.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $1,565,000, Roadway Improvement Cost: $157,000, Total Project Cost: $1,722,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 11528, Location: CITY OF DADEVILLE (Lat: 33.821667, Lng: -85.745000), Route carried "on" structure: City street , Year Built: 1927, Year Reconstructed: 1976, Status: Open, Structure Length: 5.59m (18.34ft), Average Daily Traffic: 1,850 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 2,667 (year 2040), Design Load: H 15, Features Intersected: CHATTASOFKA CREEK, Facility Carried by Structure: E SOUTH ST(OLD 280
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.799, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 9.3m (30.5ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 6.63m (21.75ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $2,136,000, Roadway Improvement Cost: $214,000, Total Project Cost: $2,350,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 11528, Location: CITY OF DADEVILLE (Lat: 33.821667, Lng: -85.745000), Route carried "on" structure: City street , Year Built: 1927, Year Reconstructed: 1976, Status: Open, Structure Length: 5.59m (18.34ft), Average Daily Traffic: 1,850 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 2,667 (year 2040), Design Load: H 15, Features Intersected: CHATTASOFKA CREEK, Facility Carried by Structure: E SOUTH ST(OLD 280
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.799, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 9.3m (30.5ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 6.63m (21.75ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $2,136,000, Roadway Improvement Cost: $214,000, Total Project Cost: $2,350,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 13922, Location: DADEVILLE (Lat: 32.815000, Lng: -85.755000), Route carried "on" structure: City street , Year Built: 1986, Status: Open, Structure Length: 5.20m (17.06ft), Average Daily Traffic: 138 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 205 (year 2040), Design Load: H 20, Features Intersected: CHATTASOFKA CREEK, Facility Carried by Structure: HERREN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.800, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 74.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 6.22m (20.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $1,109,000, Roadway Improvement Cost: $111,000, Total Project Cost: $1,220,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 13922, Location: DADEVILLE (Lat: 32.815000, Lng: -85.755000), Route carried "on" structure: City street , Year Built: 1986, Status: Open, Structure Length: 5.20m (17.06ft), Average Daily Traffic: 138 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 205 (year 2040), Design Load: H 20, Features Intersected: CHATTASOFKA CREEK, Facility Carried by Structure: HERREN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.800, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 74.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 6.22m (20.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $1,109,000, Roadway Improvement Cost: $111,000, Total Project Cost: $1,220,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 1451, Location: WEST LAFAYETTE ST. (Lat: 32.830000, Lng: -85.780000), Route carried "on" structure: City street , Year Built: 1988, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 575 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 854 (year 2041), Design Load: HS 20, Features Intersected: BUCK CREEK, Facility Carried by Structure: CITY STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.900, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 51.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 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 minimum 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: October 2021, Bridge Improvement Cost: $495,000, Roadway Improvement Cost: $50,000, Total Project Cost: $545,000 ( Estimate for 2022)
Structure Number: 1451, Location: WEST LAFAYETTE ST. (Lat: 32.830000, Lng: -85.780000), Route carried "on" structure: City street , Year Built: 1988, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 575 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 854 (year 2041), Design Load: HS 20, Features Intersected: BUCK CREEK, Facility Carried by Structure: CITY STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.900, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 51.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 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 minimum 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: October 2021, Bridge Improvement Cost: $495,000, Roadway Improvement Cost: $50,000, Total Project Cost: $545,000 ( Estimate for 2022)
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Structure Number: 1489, Location: CITY OF DADEVILLE (Lat: 32.825739, Lng: -85.737106), Route carried "on" structure: US 280, Year Built: 1989, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 6,814 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 9,540 (year 2038), Design Load: HS 20, Features Intersected: CHATTASOFKA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 133.963, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 61.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.44m (24.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $2,194,000, Roadway Improvement Cost: $219,000, Total Project Cost: $2,413,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1489, Location: CITY OF DADEVILLE (Lat: 32.825739, Lng: -85.737106), Route carried "on" structure: US 280, Year Built: 1989, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 6,814 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 9,540 (year 2038), Design Load: HS 20, Features Intersected: CHATTASOFKA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 133.963, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 61.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.44m (24.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $2,194,000, Roadway Improvement Cost: $219,000, Total Project Cost: $2,413,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 14891, Location: CITY OF DADEVILLE (Lat: 32.825986, Lng: -85.736856), Route carried "on" structure: US 280, Year Built: 1989, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 6,814 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 9,540 (year 2038), Design Load: HS 20, Features Intersected: CHATTASOFKA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 133.963, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 61.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.7 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.44m (24.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $2,194,000, Roadway Improvement Cost: $219,000, Total Project Cost: $2,413,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 14891, Location: CITY OF DADEVILLE (Lat: 32.825986, Lng: -85.736856), Route carried "on" structure: US 280, Year Built: 1989, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 6,814 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 9,540 (year 2038), Design Load: HS 20, Features Intersected: CHATTASOFKA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 133.963, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 61.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.7 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.44m (24.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $2,194,000, Roadway Improvement Cost: $219,000, Total Project Cost: $2,413,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 15421, Location: DADEVILLE (Lat: 32.818333, Lng: -85.786667), Route carried "on" structure: City street , Year Built: 1991, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 490 (year 2021), Truck Traffic: 20%, Average Future Daily Traffic: 725 (year 2041), Design Load: HS 20, Features Intersected: BUCK CREEK, Facility Carried by Structure: OLD SUZANNA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.099, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 59.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.7 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: Equal to present desirable criteria, Length Of Structure Improvement: 2.23m (7.32ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $968,000, Roadway Improvement Cost: $97,000, Total Project Cost: $1,065,000 ( Estimate for 2022)
Structure Number: 15421, Location: DADEVILLE (Lat: 32.818333, Lng: -85.786667), Route carried "on" structure: City street , Year Built: 1991, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 490 (year 2021), Truck Traffic: 20%, Average Future Daily Traffic: 725 (year 2041), Design Load: HS 20, Features Intersected: BUCK CREEK, Facility Carried by Structure: OLD SUZANNA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.099, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 59.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.7 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: Equal to present desirable criteria, Length Of Structure Improvement: 2.23m (7.32ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $968,000, Roadway Improvement Cost: $97,000, Total Project Cost: $1,065,000 ( Estimate for 2022)
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Structure Number: 18648, Location: .1 MI W JCT SR49 (Lat: 32.848000, Lng: -85.783300), Route carried "on" structure: US 280, Year Built: 2005, Status: Open, Structure Length: 6.60m (21.65ft), Average Daily Traffic: 7,594 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 10,632 (year 2039), Design Load: HS 20, Features Intersected: BUCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 128.970, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.0m (72.2ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 79.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.64m (25.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $2,199,000, Roadway Improvement Cost: $220,000, Total Project Cost: $2,419,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 18648, Location: .1 MI W JCT SR49 (Lat: 32.848000, Lng: -85.783300), Route carried "on" structure: US 280, Year Built: 2005, Status: Open, Structure Length: 6.60m (21.65ft), Average Daily Traffic: 7,594 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 10,632 (year 2039), Design Load: HS 20, Features Intersected: BUCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 128.970, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.0m (72.2ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 79.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.64m (25.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $2,199,000, Roadway Improvement Cost: $220,000, Total Project Cost: $2,419,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 18659, Location: 0.1 MI W SR 49 (Lat: 32.848192, Lng: -85.783125), Route carried "on" structure: US 280, Year Built: 2002, Status: Open, Structure Length: 6.60m (21.65ft), Average Daily Traffic: 15,187 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 21,262 (year 2039), Design Load: HS 20, Features Intersected: BUCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 128.970, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.0m (72.2ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 61.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.64m (25.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $2,199,000, Roadway Improvement Cost: $220,000, Total Project Cost: $2,419,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 18659, Location: 0.1 MI W SR 49 (Lat: 32.848192, Lng: -85.783125), Route carried "on" structure: US 280, Year Built: 2002, Status: Open, Structure Length: 6.60m (21.65ft), Average Daily Traffic: 15,187 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 21,262 (year 2039), Design Load: HS 20, Features Intersected: BUCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 128.970, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.0m (72.2ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 61.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.64m (25.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $2,199,000, Roadway Improvement Cost: $220,000, Total Project Cost: $2,419,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1889, Location: 0.6 M E CO RD 411 (Lat: 32.884211, Lng: -85.742964), Route carried "on" structure: County highway 594, Year Built: 2003, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 120 (year 2008), Truck Traffic: 3%, Average Future Daily Traffic: 185 (year 2030), Design Load: HS 20, Features Intersected: BUCK CREEK, Facility Carried by Structure: OAK RIDGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.5m (11.5ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 69.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal 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: December 2020, Bridge Improvement Cost: $626,000, Roadway Improvement Cost: $63,000, Total Project Cost: $689,000 ( Estimate for 2022)
Structure Number: 1889, Location: 0.6 M E CO RD 411 (Lat: 32.884211, Lng: -85.742964), Route carried "on" structure: County highway 594, Year Built: 2003, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 120 (year 2008), Truck Traffic: 3%, Average Future Daily Traffic: 185 (year 2030), Design Load: HS 20, Features Intersected: BUCK CREEK, Facility Carried by Structure: OAK RIDGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.5m (11.5ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 69.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal 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: December 2020, Bridge Improvement Cost: $626,000, Roadway Improvement Cost: $63,000, Total Project Cost: $689,000 ( Estimate for 2022)
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Structure Number: 19513, Location: 0.3 MI N AL NO 49 (Lat: 32.803489, Lng: -85.795781), Route carried "on" structure: County highway 242, Year Built: 1996, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 480 (year 2008), Average Future Daily Traffic: 740 (year 2030), Design Load: HS 20, Features Intersected: BUCK CREEK, Facility Carried by Structure: MULLICAN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 55.8 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: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 3.38m (11.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $626,000, Roadway Improvement Cost: $63,000, Total Project Cost: $689,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 19513, Location: 0.3 MI N AL NO 49 (Lat: 32.803489, Lng: -85.795781), Route carried "on" structure: County highway 242, Year Built: 1996, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 480 (year 2008), Average Future Daily Traffic: 740 (year 2030), Design Load: HS 20, Features Intersected: BUCK CREEK, Facility Carried by Structure: MULLICAN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 55.8 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: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 3.38m (11.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $626,000, Roadway Improvement Cost: $63,000, Total Project Cost: $689,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels