Bridge Statistics for Sylacauga, Alabama (AL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- New bridges - historical statistics
- 31920-1929
- 21930-1939
- 51940-1949
- 121950-1959
- 111960-1969
- 51970-1979
- 21980-1989
- 71990-1999
- 12000-2009
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 11930-1939
- 01940-1949
- 01950-1959
- 11960-1969
- 01970-1979
- 01980-1989
- 01990-1999
- 12000-2009
- Bridge Condition - Deck
- 14.3%Very good
- 28.6%Good
- 33.3%Satisfactory
- 14.3%Fair
- 9.5%Poor
- Bridge Condition - Superstructure
- 19.0%Very good
- 28.6%Good
- 38.1%Satisfactory
- 14.3%Fair
- Bridge Condition - Substructure
- 19.0%Very good
- 42.9%Good
- 4.8%Satisfactory
- 28.6%Fair
- 4.8%Poor
- Bridge Condition - Channel
- 14.0%Very good
- 46.5%Good
- 27.9%Satisfactory
- 9.3%Fair
- 2.3%Poor
- Bridge Condition - Culverts
- 46.2%Good
- 34.6%Satisfactory
- 19.2%Fair
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Structure Number: 19656, Location: 0.2 MI EAST OF JCT.AL 21 (Lat: 33.106128, Lng: -86.249283), Route carried "on" structure: County highway 657A, Year Built: 1980, Year Reconstructed: 2005, Status: Posted for load, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 33 (year 2014), Average Future Daily Traffic: 57 (year 2036), Features Intersected: UNNAMED PEROIDIC BRANCH, Facility Carried by Structure: FARR LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 4.4m (14.4ft), Out-to-Out Width: 5.1m (16.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 15.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 11.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.89m (6.20ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: June 2020, Other Special Inspection Date: June 2021, Bridge Improvement Cost: $208,000, Roadway Improvement Cost: $21,000, Total Project Cost: $229,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 19656, Location: 0.2 MI EAST OF JCT.AL 21 (Lat: 33.106128, Lng: -86.249283), Route carried "on" structure: County highway 657A, Year Built: 1980, Year Reconstructed: 2005, Status: Posted for load, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 33 (year 2014), Average Future Daily Traffic: 57 (year 2036), Features Intersected: UNNAMED PEROIDIC BRANCH, Facility Carried by Structure: FARR LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 4.4m (14.4ft), Out-to-Out Width: 5.1m (16.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 15.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 11.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.89m (6.20ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: June 2020, Other Special Inspection Date: June 2021, Bridge Improvement Cost: $208,000, Roadway Improvement Cost: $21,000, Total Project Cost: $229,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 20005, Location: .5 MI SOUTH US 280 (Lat: 33.215367, Lng: -86.306019), Route carried "on" structure: County highway 25, Year Built: 1965, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 1,372 (year 2016), Truck Traffic: 12%, Average Future Daily Traffic: 2,045 (year 2038), Design Load: HS 20, Features Intersected: UNAMED BRANCH, Facility Carried by Structure: COUNTY RD 45
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), 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: 57.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 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: Equal to present desirable criteria, Length Of Structure Improvement: 1.28m (4.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $243,000, Roadway Improvement Cost: $24,000, Total Project Cost: $267,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 20005, Location: .5 MI SOUTH US 280 (Lat: 33.215367, Lng: -86.306019), Route carried "on" structure: County highway 25, Year Built: 1965, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 1,372 (year 2016), Truck Traffic: 12%, Average Future Daily Traffic: 2,045 (year 2038), Design Load: HS 20, Features Intersected: UNAMED BRANCH, Facility Carried by Structure: COUNTY RD 45
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), 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: 57.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 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: Equal to present desirable criteria, Length Of Structure Improvement: 1.28m (4.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $243,000, Roadway Improvement Cost: $24,000, Total Project Cost: $267,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 20335, Location: .1 MI.S.W.INT PELL CITY (Lat: 33.185081, Lng: -86.258967), Route carried "on" structure: County highway 315A, Year Built: 1960, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 210 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 415 (year 2041), Design Load: HS 20, Features Intersected: TRIB. SHIRTEE CK., Facility Carried by Structure: CREEK STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Channel: Good, Culverts: 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.48m (4.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $317,000, Roadway Improvement Cost: $32,000, Total Project Cost: $349,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 20335, Location: .1 MI.S.W.INT PELL CITY (Lat: 33.185081, Lng: -86.258967), Route carried "on" structure: County highway 315A, Year Built: 1960, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 210 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 415 (year 2041), Design Load: HS 20, Features Intersected: TRIB. SHIRTEE CK., Facility Carried by Structure: CREEK STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Channel: Good, Culverts: 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.48m (4.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $317,000, Roadway Improvement Cost: $32,000, Total Project Cost: $349,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 20336, Location: END OF PELL CITY ST. (Lat: 33.185600, Lng: -86.259400), Route carried "on" structure: County highway 304, Year Built: 1960, Status: Open, Structure Length: 1.18m (3.87ft), Average Daily Traffic: 310 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 435 (year 2041), Design Load: HS 20, Features Intersected: TRIB. SHIRTEE CK., Facility Carried by Structure: TWIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 54.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.86m (6.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $397,000, Roadway Improvement Cost: $40,000, Total Project Cost: $437,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 20336, Location: END OF PELL CITY ST. (Lat: 33.185600, Lng: -86.259400), Route carried "on" structure: County highway 304, Year Built: 1960, Status: Open, Structure Length: 1.18m (3.87ft), Average Daily Traffic: 310 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 435 (year 2041), Design Load: HS 20, Features Intersected: TRIB. SHIRTEE CK., Facility Carried by Structure: TWIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 54.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.86m (6.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $397,000, Roadway Improvement Cost: $40,000, Total Project Cost: $437,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 20338, Location: SYL. MILL VILLAGE (Lat: 33.184400, Lng: -86.258400), Route carried "on" structure: County highway 176, Year Built: 1960, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 310 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 435 (year 2041), Design Load: H 10, Features Intersected: TRIB. TO SHIRTEE CK., Facility Carried by Structure: CENTRAL AVE.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.48m (4.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $343,000, Roadway Improvement Cost: $34,000, Total Project Cost: $377,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 20338, Location: SYL. MILL VILLAGE (Lat: 33.184400, Lng: -86.258400), Route carried "on" structure: County highway 176, Year Built: 1960, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 310 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 435 (year 2041), Design Load: H 10, Features Intersected: TRIB. TO SHIRTEE CK., Facility Carried by Structure: CENTRAL AVE.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.48m (4.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $343,000, Roadway Improvement Cost: $34,000, Total Project Cost: $377,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2045, Location: 0.5MI S.INT FLAG.MT.RD (Lat: 33.233333, Lng: -86.338889), Route carried "on" structure: County highway 45, Year Built: 1955, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 2,015 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 2,580 (year 2038), Design Load: H 20, Features Intersected: UNNAMED PERIODIC BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.369, Lanes on structure: 2, Toll: Toll bridge is a segment, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 73.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.2 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: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $263,000, Roadway Improvement Cost: $26,000, Total Project Cost: $289,000 ( Estimate for 2022)
Structure Number: 2045, Location: 0.5MI S.INT FLAG.MT.RD (Lat: 33.233333, Lng: -86.338889), Route carried "on" structure: County highway 45, Year Built: 1955, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 2,015 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 2,580 (year 2038), Design Load: H 20, Features Intersected: UNNAMED PERIODIC BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.369, Lanes on structure: 2, Toll: Toll bridge is a segment, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 73.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.2 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: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $263,000, Roadway Improvement Cost: $26,000, Total Project Cost: $289,000 ( Estimate for 2022)
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Structure Number: 2067, Location: ???????????????????????? (Lat: 33.188500, Lng: -86.255000), Route carried "on" structure: County highway 299A, Year Built: 2012, Status: Posted for load, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 45 (year 2021), Average Future Daily Traffic: 55 (year 2041), Features Intersected: UNAMED PERIODIC BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.3m (20.7ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 29.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 9.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 1.25m (4.10ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: November 2021, Other Special Inspection Date: November 2021, Bridge Improvement Cost: $197,000, Roadway Improvement Cost: $20,000, Total Project Cost: $217,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 2067, Location: ???????????????????????? (Lat: 33.188500, Lng: -86.255000), Route carried "on" structure: County highway 299A, Year Built: 2012, Status: Posted for load, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 45 (year 2021), Average Future Daily Traffic: 55 (year 2041), Features Intersected: UNAMED PERIODIC BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.3m (20.7ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 29.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 9.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 1.25m (4.10ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: November 2021, Other Special Inspection Date: November 2021, Bridge Improvement Cost: $197,000, Roadway Improvement Cost: $20,000, Total Project Cost: $217,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 11433, Location: INT US 280 / US 231 (Lat: 33.144333, Lng: -86.257306), Route carried "under" structure: State highway 231, Year Built: 1975, Structure Length: 0. m, Average Daily Traffic: 6,660 (year 2018), Truck Traffic: 10%, Features Intersected: US 231(SR21), Facility Carried by Structure: US280(SR38)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 334.076, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.5m (100.1ft)
Structure Number: 11433, Location: INT US 280 / US 231 (Lat: 33.144333, Lng: -86.257306), Route carried "under" structure: State highway 231, Year Built: 1975, Structure Length: 0. m, Average Daily Traffic: 6,660 (year 2018), Truck Traffic: 10%, Features Intersected: US 231(SR21), Facility Carried by Structure: US280(SR38)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 334.076, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.5m (100.1ft)
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Structure Number: 11434, Location: INT US 280 * US 231 (Lat: 33.144167, Lng: -86.257444), Route carried "under" structure: US 231, Year Built: 1975, Structure Length: 0. m, Average Daily Traffic: 6,660 (year 2018), Truck Traffic: 10%, Features Intersected: US 231(SR21), Facility Carried by Structure: US 280(SR38)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 334.076, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.5m (100.1ft)
Structure Number: 11434, Location: INT US 280 * US 231 (Lat: 33.144167, Lng: -86.257444), Route carried "under" structure: US 231, Year Built: 1975, Structure Length: 0. m, Average Daily Traffic: 6,660 (year 2018), Truck Traffic: 10%, Features Intersected: US 231(SR21), Facility Carried by Structure: US 280(SR38)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 334.076, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.5m (100.1ft)