Bridge Statistics for Wetumpka, Alabama (AL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 29Number of bridges
- 535ft / 163mTotal length
- $57,199,000Total costs
- 196,674Total average daily traffic
- 14,911Total average daily truck traffic
- 263,197Total future (year 2031) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Wetumpka
- No street view available for this location
- New bridges - historical statistics
- 21920-1929
- 21930-1939
- 31940-1949
- 31950-1959
- 21960-1969
- 51970-1979
- 81980-1989
- 31990-1999
- 12000-2009
- Reconstructed bridges - Historical Statistics
- 11970-1979
- 11980-1989
- Bridge Condition - Deck
- 25.0%Good
- 62.5%Satisfactory
- 12.5%Fair
- Bridge Condition - Superstructure
- 37.5%Good
- 50.0%Satisfactory
- 8.3%Fair
- 4.2%Poor
- Bridge Condition - Substructure
- 45.8%Good
- 41.7%Satisfactory
- 4.2%Fair
- 8.3%Poor
- Bridge Condition - Channel
- 3.6%Excellent
- 60.7%Good
- 28.6%Satisfactory
- 7.1%Fair
- Bridge Condition - Culverts
- 40.0%Good
- 60.0%Satisfactory
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Structure Number: 928, Location: IN CITY OF WETUMPKA (Lat: 32.538333, Lng: -86.206667), Route carried "on" structure: State highway 212, Year Built: 1931, Status: Posted for load, Structure Length: 23.99m (78.71ft), Average Daily Traffic: 9,080 (year 2013), Truck Traffic: 2%, Average Future Daily Traffic: 11,873 (year 2033), Design Load: H 15, Features Intersected: COOSA RIVER
Minimum Vertical Clearance: 3.81m (12.50ft), Kilometerpoint: 1.218, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Material/Design: Concrete, Design/Construction: Arch - Thru, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 2, Length of Maximum Span: 42.7m (140.1ft), Curb or Sidewalk Widths: Left: 2.3m (7.5ft), Right: 2.3m (7.5ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 23.99m (78.71ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2020, Underwater Inspection Date: August 2021, Other Special Inspection Date: August 2021, Bridge Improvement Cost: $7,238,000, Roadway Improvement Cost: $724,000, Total Project Cost: $7,962,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 928, Location: IN CITY OF WETUMPKA (Lat: 32.538333, Lng: -86.206667), Route carried "on" structure: State highway 212, Year Built: 1931, Status: Posted for load, Structure Length: 23.99m (78.71ft), Average Daily Traffic: 9,080 (year 2013), Truck Traffic: 2%, Average Future Daily Traffic: 11,873 (year 2033), Design Load: H 15, Features Intersected: COOSA RIVER
Minimum Vertical Clearance: 3.81m (12.50ft), Kilometerpoint: 1.218, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Material/Design: Concrete, Design/Construction: Arch - Thru, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 2, Length of Maximum Span: 42.7m (140.1ft), Curb or Sidewalk Widths: Left: 2.3m (7.5ft), Right: 2.3m (7.5ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 23.99m (78.71ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2020, Underwater Inspection Date: August 2021, Other Special Inspection Date: August 2021, Bridge Improvement Cost: $7,238,000, Roadway Improvement Cost: $724,000, Total Project Cost: $7,962,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1761, Location: GREENSPRINGS AVE * CENTER (Lat: 33.482978, Lng: -86.828925), Route carried "on" structure: City street , Year Built: 1938, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 20,500 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 30,000 (year 2038), Features Intersected: RAILROAD, Facility Carried by Structure: GREENSPRINGS AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.499, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.42m (14.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $1,817,000, Roadway Improvement Cost: $182,000, Total Project Cost: $1,999,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1761, Location: GREENSPRINGS AVE * CENTER (Lat: 33.482978, Lng: -86.828925), Route carried "on" structure: City street , Year Built: 1938, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 20,500 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 30,000 (year 2038), Features Intersected: RAILROAD, Facility Carried by Structure: GREENSPRINGS AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.499, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.42m (14.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $1,817,000, Roadway Improvement Cost: $182,000, Total Project Cost: $1,999,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3122, Location: SEC12 T1S R3W (Lat: 34.973042, Lng: -86.801408), Route carried "on" structure: County highway 105, Year Built: 1947, Status: Posted for load, Structure Length: 1.24m (4.07ft), Average Daily Traffic: 250 (year 2013), Truck Traffic: 1%, Average Future Daily Traffic: 400 (year 2033), Features Intersected: DAVIS BR, Facility Carried by Structure: SCHOOL HOUSE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Good, Superstructure: Poor, Substructure: Poor, Channel: Fair, Operating Rating: 5.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 3.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, 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: 1.91m (6.27ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: September 2020, Other Special Inspection Date: September 2021, Bridge Improvement Cost: $288,000, Roadway Improvement Cost: $29,000, Total Project Cost: $317,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 3122, Location: SEC12 T1S R3W (Lat: 34.973042, Lng: -86.801408), Route carried "on" structure: County highway 105, Year Built: 1947, Status: Posted for load, Structure Length: 1.24m (4.07ft), Average Daily Traffic: 250 (year 2013), Truck Traffic: 1%, Average Future Daily Traffic: 400 (year 2033), Features Intersected: DAVIS BR, Facility Carried by Structure: SCHOOL HOUSE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Good, Superstructure: Poor, Substructure: Poor, Channel: Fair, Operating Rating: 5.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 3.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, 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: 1.91m (6.27ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: September 2020, Other Special Inspection Date: September 2021, Bridge Improvement Cost: $288,000, Roadway Improvement Cost: $29,000, Total Project Cost: $317,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 3132, Location: 0.8 MI N JCT US 278 (Lat: 34.134194, Lng: -87.731333), Route carried "on" structure: State highway 129, Year Built: 1947, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,670 (year 2017), Truck Traffic: 17%, Average Future Daily Traffic: 2,223 (year 2041), Design Load: H 15, Features Intersected: Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 52.011, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 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: 1.68m (5.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $320,000, Roadway Improvement Cost: $32,000, Total Project Cost: $352,000 ( Estimate for 2022)
Structure Number: 3132, Location: 0.8 MI N JCT US 278 (Lat: 34.134194, Lng: -87.731333), Route carried "on" structure: State highway 129, Year Built: 1947, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,670 (year 2017), Truck Traffic: 17%, Average Future Daily Traffic: 2,223 (year 2041), Design Load: H 15, Features Intersected: Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 52.011, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 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: 1.68m (5.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $320,000, Roadway Improvement Cost: $32,000, Total Project Cost: $352,000 ( Estimate for 2022)
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Structure Number: 3419, Location: 3 RD AV * BEAVER CK (Lat: 33.681400, Lng: -86.398800), Route carried "on" structure: City street , Year Built: 1949, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 300 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 300 (year 2042), Features Intersected: BEAVER CK, Facility Carried by Structure: 3 RD AV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.999, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 27.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.2 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.38m (4.53ft), 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: $217,000, Roadway Improvement Cost: $22,000, Total Project Cost: $239,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 3419, Location: 3 RD AV * BEAVER CK (Lat: 33.681400, Lng: -86.398800), Route carried "on" structure: City street , Year Built: 1949, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 300 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 300 (year 2042), Features Intersected: BEAVER CK, Facility Carried by Structure: 3 RD AV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.999, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 27.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.2 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.38m (4.53ft), 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: $217,000, Roadway Improvement Cost: $22,000, Total Project Cost: $239,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 4809, Location: 1.3 MI.N.OF TALLAPOOSA RI (Lat: 32.467194, Lng: -86.189947), Route carried "on" structure: US 231, Year Built: 1954, Status: Open, Structure Length: 11.40m (37.40ft), Average Daily Traffic: 12,915 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 17,601 (year 2033), Design Load: H 20, Features Intersected: TALLAPOOSA RIVER RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 186.768, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 38.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 12.27m (40.26ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $2,525,000, Roadway Improvement Cost: $253,000, Total Project Cost: $2,778,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 4809, Location: 1.3 MI.N.OF TALLAPOOSA RI (Lat: 32.467194, Lng: -86.189947), Route carried "on" structure: US 231, Year Built: 1954, Status: Open, Structure Length: 11.40m (37.40ft), Average Daily Traffic: 12,915 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 17,601 (year 2033), Design Load: H 20, Features Intersected: TALLAPOOSA RIVER RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 186.768, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 38.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 12.27m (40.26ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $2,525,000, Roadway Improvement Cost: $253,000, Total Project Cost: $2,778,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 481, Location: 1.3 M. N.TALLAPOOSA RIVER (Lat: 32.467186, Lng: -86.189736), Route carried "on" structure: US 231, Year Built: 1954, Status: Open, Structure Length: 11.40m (37.40ft), Average Daily Traffic: 12,915 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 17,601 (year 2033), Design Load: H 20, Features Intersected: TALLAPOOSA RIVER RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 186.768, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 38.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 12.27m (40.26ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2022, Bridge Improvement Cost: $2,525,000, Roadway Improvement Cost: $253,000, Total Project Cost: $2,778,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 481, Location: 1.3 M. N.TALLAPOOSA RIVER (Lat: 32.467186, Lng: -86.189736), Route carried "on" structure: US 231, Year Built: 1954, Status: Open, Structure Length: 11.40m (37.40ft), Average Daily Traffic: 12,915 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 17,601 (year 2033), Design Load: H 20, Features Intersected: TALLAPOOSA RIVER RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 186.768, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 38.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 12.27m (40.26ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2022, Bridge Improvement Cost: $2,525,000, Roadway Improvement Cost: $253,000, Total Project Cost: $2,778,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 4811, Location: 0.2MI. SOUTH OF JCT 111 (Lat: 32.525000, Lng: -86.208333), Route carried "on" structure: US 231, Year Built: 1954, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 27,530 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 37,520 (year 2033), Design Load: H 15, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 194.211, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 12 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 61.1 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2022, Bridge Improvement Cost: $1,156,000, Roadway Improvement Cost: $116,000, Total Project Cost: $1,272,000 ( Estimate for 2022)
Structure Number: 4811, Location: 0.2MI. SOUTH OF JCT 111 (Lat: 32.525000, Lng: -86.208333), Route carried "on" structure: US 231, Year Built: 1954, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 27,530 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 37,520 (year 2033), Design Load: H 15, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 194.211, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 12 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 61.1 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2022, Bridge Improvement Cost: $1,156,000, Roadway Improvement Cost: $116,000, Total Project Cost: $1,272,000 ( Estimate for 2022)
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Structure Number: 7576, Location: SEC 33 T19N R19E (Lat: 32.586667, Lng: -86.161667), Route carried "on" structure: County highway , Year Built: 1962, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 210 (year 1998), Truck Traffic: 10%, Average Future Daily Traffic: 220 (year 2031), Design Load: H 10, Features Intersected: FOURMILE CREEK, Facility Carried by Structure: Williams Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 57.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: 4.38m (14.37ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $840,000, Roadway Improvement Cost: $84,000, Total Project Cost: $924,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 7576, Location: SEC 33 T19N R19E (Lat: 32.586667, Lng: -86.161667), Route carried "on" structure: County highway , Year Built: 1962, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 210 (year 1998), Truck Traffic: 10%, Average Future Daily Traffic: 220 (year 2031), Design Load: H 10, Features Intersected: FOURMILE CREEK, Facility Carried by Structure: Williams Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 57.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: 4.38m (14.37ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $840,000, Roadway Improvement Cost: $84,000, Total Project Cost: $924,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 9796, Location: 0.6MI.EAST JCT.ALA.14 (Lat: 32.558800, Lng: -86.174117), Route carried "on" structure: State highway 170, Year Built: 1968, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 4,820 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 5,881 (year 2033), Design Load: HS 20, Features Intersected: CORN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.432, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 68.2 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: 2.23m (7.32ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $503,000, Roadway Improvement Cost: $50,000, Total Project Cost: $553,000 ( Estimate for 2022)
Structure Number: 9796, Location: 0.6MI.EAST JCT.ALA.14 (Lat: 32.558800, Lng: -86.174117), Route carried "on" structure: State highway 170, Year Built: 1968, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 4,820 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 5,881 (year 2033), Design Load: HS 20, Features Intersected: CORN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.432, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 68.2 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: 2.23m (7.32ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $503,000, Roadway Improvement Cost: $50,000, Total Project Cost: $553,000 ( Estimate for 2022)
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Structure Number: 10811, Location: 2.3MI.E.JCT.AL.#14 (Lat: 32.578017, Lng: -86.155200), Route carried "on" structure: State highway 170, Year Built: 1972, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 4,820 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 5,881 (year 2033), Design Load: H 15, Features Intersected: FLAT BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.285, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, 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: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.99m (9.81ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: January 2022, Other Special Inspection Date: January 2022, Bridge Improvement Cost: $595,000, Roadway Improvement Cost: $60,000, Total Project Cost: $655,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10811, Location: 2.3MI.E.JCT.AL.#14 (Lat: 32.578017, Lng: -86.155200), Route carried "on" structure: State highway 170, Year Built: 1972, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 4,820 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 5,881 (year 2033), Design Load: H 15, Features Intersected: FLAT BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.285, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, 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: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.99m (9.81ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: January 2022, Other Special Inspection Date: January 2022, Bridge Improvement Cost: $595,000, Roadway Improvement Cost: $60,000, Total Project Cost: $655,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 11629, Location: 0.5 MI.N.OF WETUMPKA (Lat: 32.568333, Lng: -86.200000), Route carried "on" structure: US 231, Year Built: 1976, Status: Open, Structure Length: 5.97m (19.59ft), Average Daily Traffic: 5,740 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 7,158 (year 2033), Design Load: HS 20, Features Intersected: CORN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 265.868, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 60.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 7.01m (23.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $2,019,000, Roadway Improvement Cost: $202,000, Total Project Cost: $2,221,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 11629, Location: 0.5 MI.N.OF WETUMPKA (Lat: 32.568333, Lng: -86.200000), Route carried "on" structure: US 231, Year Built: 1976, Status: Open, Structure Length: 5.97m (19.59ft), Average Daily Traffic: 5,740 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 7,158 (year 2033), Design Load: HS 20, Features Intersected: CORN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 265.868, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 60.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 7.01m (23.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $2,019,000, Roadway Improvement Cost: $202,000, Total Project Cost: $2,221,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1163, Location: 0.5MI.N.OF WETUMPKA (Lat: 32.568333, Lng: -86.200000), Route carried "on" structure: US 231, Year Built: 1976, Status: Open, Structure Length: 5.97m (19.59ft), Average Daily Traffic: 5,740 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 7,158 (year 2033), Design Load: HS 20, Features Intersected: CORN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 265.868, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 60.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.1 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: Better than present minimum criteria, Length Of Structure Improvement: 7.01m (23.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $2,019,000, Roadway Improvement Cost: $202,000, Total Project Cost: $2,221,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1163, Location: 0.5MI.N.OF WETUMPKA (Lat: 32.568333, Lng: -86.200000), Route carried "on" structure: US 231, Year Built: 1976, Status: Open, Structure Length: 5.97m (19.59ft), Average Daily Traffic: 5,740 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 7,158 (year 2033), Design Load: HS 20, Features Intersected: CORN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 265.868, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 60.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.1 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: Better than present minimum criteria, Length Of Structure Improvement: 7.01m (23.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $2,019,000, Roadway Improvement Cost: $202,000, Total Project Cost: $2,221,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 11667, Location: 1 MI N OF AL 231 (Lat: 32.606667, Lng: -86.213333), Route carried "on" structure: County highway 43, Year Built: 1976, Status: Open, Structure Length: 2.89m (9.48ft), Average Daily Traffic: 400 (year 1998), Truck Traffic: 2%, Average Future Daily Traffic: 450 (year 2031), Design Load: H 15, Features Intersected: YELLOW WATER CREEK, Facility Carried by Structure: Weoka Road
Minimum Vertical Clearance: 7.56m (24.80ft), 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: 5, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 45.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.80m (12.47ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $756,000, Roadway Improvement Cost: $76,000, Total Project Cost: $832,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 11667, Location: 1 MI N OF AL 231 (Lat: 32.606667, Lng: -86.213333), Route carried "on" structure: County highway 43, Year Built: 1976, Status: Open, Structure Length: 2.89m (9.48ft), Average Daily Traffic: 400 (year 1998), Truck Traffic: 2%, Average Future Daily Traffic: 450 (year 2031), Design Load: H 15, Features Intersected: YELLOW WATER CREEK, Facility Carried by Structure: Weoka Road
Minimum Vertical Clearance: 7.56m (24.80ft), 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: 5, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 45.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.80m (12.47ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $756,000, Roadway Improvement Cost: $76,000, Total Project Cost: $832,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 11836, Location: SEC 15 T18N R19E (Lat: 32.548333, Lng: -86.148333), Route carried "on" structure: County highway 59, Year Built: 1977, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 2,271 (year 1998), Truck Traffic: 25%, Average Future Daily Traffic: 3,000 (year 2031), Design Load: H 15, Features Intersected: CORN CREEK, Facility Carried by Structure: Fire Tower Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 45.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.44m (8.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $435,000, Roadway Improvement Cost: $44,000, Total Project Cost: $479,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 11836, Location: SEC 15 T18N R19E (Lat: 32.548333, Lng: -86.148333), Route carried "on" structure: County highway 59, Year Built: 1977, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 2,271 (year 1998), Truck Traffic: 25%, Average Future Daily Traffic: 3,000 (year 2031), Design Load: H 15, Features Intersected: CORN CREEK, Facility Carried by Structure: Fire Tower Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 45.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.44m (8.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $435,000, Roadway Improvement Cost: $44,000, Total Project Cost: $479,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 12857, Location: 0.9 MI.E.OF AL 170 (Lat: 32.553328, Lng: -86.165806), Route carried "on" structure: State highway 14, Year Built: 1929, Year Reconstructed: 1983, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 8,890 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 11,974 (year 2033), Design Load: H 15, Features Intersected: CORN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 280.787, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 41.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.8 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: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.59m (11.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $1,059,000, Roadway Improvement Cost: $106,000, Total Project Cost: $1,165,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 12857, Location: 0.9 MI.E.OF AL 170 (Lat: 32.553328, Lng: -86.165806), Route carried "on" structure: State highway 14, Year Built: 1929, Year Reconstructed: 1983, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 8,890 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 11,974 (year 2033), Design Load: H 15, Features Intersected: CORN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 280.787, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 41.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.8 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: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.59m (11.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $1,059,000, Roadway Improvement Cost: $106,000, Total Project Cost: $1,165,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 12978, Location: 0.8 MI.W.OF COOSA RIVER (Lat: 32.554033, Lng: -86.210817), Route carried "on" structure: State highway 14, Year Built: 1983, Status: Open, Structure Length: 10.36m (33.99ft), Average Daily Traffic: 12,690 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 17,092 (year 2033), Design Load: HS 20, Features Intersected: COOSA RIVER RELIEF NO.1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 276.366, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 62.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 11.28m (37.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $3,557,000, Roadway Improvement Cost: $356,000, Total Project Cost: $3,913,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 12978, Location: 0.8 MI.W.OF COOSA RIVER (Lat: 32.554033, Lng: -86.210817), Route carried "on" structure: State highway 14, Year Built: 1983, Status: Open, Structure Length: 10.36m (33.99ft), Average Daily Traffic: 12,690 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 17,092 (year 2033), Design Load: HS 20, Features Intersected: COOSA RIVER RELIEF NO.1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 276.366, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 62.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 11.28m (37.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $3,557,000, Roadway Improvement Cost: $356,000, Total Project Cost: $3,913,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 12979, Location: 0.5 MI.W.OF COOSA RIVER (Lat: 32.553150, Lng: -86.206167), Route carried "on" structure: State highway 14, Year Built: 1983, Status: Open, Structure Length: 8.29m (27.20ft), Average Daily Traffic: 12,690 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 17,092 (year 2033), Design Load: HS 20, Features Intersected: COOSA RIVER RELIEF NO.2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 276.812, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 40.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 9.29m (30.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $2,930,000, Roadway Improvement Cost: $293,000, Total Project Cost: $3,223,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 12979, Location: 0.5 MI.W.OF COOSA RIVER (Lat: 32.553150, Lng: -86.206167), Route carried "on" structure: State highway 14, Year Built: 1983, Status: Open, Structure Length: 8.29m (27.20ft), Average Daily Traffic: 12,690 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 17,092 (year 2033), Design Load: HS 20, Features Intersected: COOSA RIVER RELIEF NO.2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 276.812, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 40.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 9.29m (30.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $2,930,000, Roadway Improvement Cost: $293,000, Total Project Cost: $3,223,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1298, Location: 0.3 MI.W.OF COOSA RIVER (Lat: 32.552000, Lng: -86.201700), Route carried "on" structure: State highway 14, Year Built: 1983, Status: Open, Structure Length: 8.29m (27.20ft), Average Daily Traffic: 12,690 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 17,092 (year 2033), Design Load: HS 20, Features Intersected: COOSA RIVER RELIEF NO.3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 277.256, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 40.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 9.29m (30.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $2,930,000, Roadway Improvement Cost: $293,000, Total Project Cost: $3,223,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1298, Location: 0.3 MI.W.OF COOSA RIVER (Lat: 32.552000, Lng: -86.201700), Route carried "on" structure: State highway 14, Year Built: 1983, Status: Open, Structure Length: 8.29m (27.20ft), Average Daily Traffic: 12,690 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 17,092 (year 2033), Design Load: HS 20, Features Intersected: COOSA RIVER RELIEF NO.3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 277.256, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 40.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 9.29m (30.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $2,930,000, Roadway Improvement Cost: $293,000, Total Project Cost: $3,223,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 13276, Location: IN TOWN OF WETUMPKA (Lat: 32.550083, Lng: -86.193906), Route carried "on" structure: State highway 14, Year Built: 1984, Status: Open, Structure Length: 32.52m (106.69ft), Average Daily Traffic: 12,690 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 17,092 (year 2033), Design Load: HS 20, Features Intersected: COOSA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 277.704, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 6, Length of Maximum Span: 45.7m (149.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 52.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 32.52m (106.69ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: March 2020, Underwater Inspection Date: October 2021, Bridge Improvement Cost: $10,257,000, Roadway Improvement Cost: $1,026,000, Total Project Cost: $11,283,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 13276, Location: IN TOWN OF WETUMPKA (Lat: 32.550083, Lng: -86.193906), Route carried "on" structure: State highway 14, Year Built: 1984, Status: Open, Structure Length: 32.52m (106.69ft), Average Daily Traffic: 12,690 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 17,092 (year 2033), Design Load: HS 20, Features Intersected: COOSA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 277.704, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 6, Length of Maximum Span: 45.7m (149.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 52.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 32.52m (106.69ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: March 2020, Underwater Inspection Date: October 2021, Bridge Improvement Cost: $10,257,000, Roadway Improvement Cost: $1,026,000, Total Project Cost: $11,283,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 13448, Location: 0.1 MI.E.OF US 231 (Lat: 32.550339, Lng: -86.187786), Route carried "on" structure: State highway 14, Year Built: 1929, Year Reconstructed: 1985, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 7,260 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 9,778 (year 2033), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 278.623, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 44.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.9 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: 1.65m (5.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $525,000, Roadway Improvement Cost: $53,000, Total Project Cost: $578,000 ( Estimate for 2022)
Structure Number: 13448, Location: 0.1 MI.E.OF US 231 (Lat: 32.550339, Lng: -86.187786), Route carried "on" structure: State highway 14, Year Built: 1929, Year Reconstructed: 1985, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 7,260 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 9,778 (year 2033), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 278.623, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 44.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.9 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: 1.65m (5.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $525,000, Roadway Improvement Cost: $53,000, Total Project Cost: $578,000 ( Estimate for 2022)
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Structure Number: 13854, Location: SEC 33 T19N R19E (Lat: 32.588333, Lng: -86.161667), Route carried "on" structure: County highway , Year Built: 1986, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 12 (year 1998), Average Future Daily Traffic: 20 (year 2031), Design Load: H 15, Features Intersected: FOURMILE CREEK, Facility Carried by Structure: Milam Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 45.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.15m (10.33ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $584,000, Roadway Improvement Cost: $58,000, Total Project Cost: $642,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 13854, Location: SEC 33 T19N R19E (Lat: 32.588333, Lng: -86.161667), Route carried "on" structure: County highway , Year Built: 1986, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 12 (year 1998), Average Future Daily Traffic: 20 (year 2031), Design Load: H 15, Features Intersected: FOURMILE CREEK, Facility Carried by Structure: Milam Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 45.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.15m (10.33ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $584,000, Roadway Improvement Cost: $58,000, Total Project Cost: $642,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 14838, Location: 0.4MILES N US231 (Lat: 32.566100, Lng: -86.188500), Route carried "on" structure: State highway 9, Year Built: 1989, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 6,790 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 9,254 (year 2033), Design Load: HS 20, Features Intersected: CORN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 199.493, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 62.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.6 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: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.12m (16.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $1,614,000, Roadway Improvement Cost: $161,000, Total Project Cost: $1,775,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 14838, Location: 0.4MILES N US231 (Lat: 32.566100, Lng: -86.188500), Route carried "on" structure: State highway 9, Year Built: 1989, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 6,790 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 9,254 (year 2033), Design Load: HS 20, Features Intersected: CORN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 199.493, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 62.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.6 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: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.12m (16.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $1,614,000, Roadway Improvement Cost: $161,000, Total Project Cost: $1,775,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 14839, Location: 2MI.N.US 231 (Lat: 32.584200, Lng: -86.173000), Route carried "on" structure: State highway 9, Year Built: 1989, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 6,790 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 9,254 (year 2033), Design Load: HS 20, Features Intersected: FLAT BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 202.026, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 62.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.6 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: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.12m (16.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $1,614,000, Roadway Improvement Cost: $161,000, Total Project Cost: $1,775,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 14839, Location: 2MI.N.US 231 (Lat: 32.584200, Lng: -86.173000), Route carried "on" structure: State highway 9, Year Built: 1989, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 6,790 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 9,254 (year 2033), Design Load: HS 20, Features Intersected: FLAT BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 202.026, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 62.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.6 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: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.12m (16.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $1,614,000, Roadway Improvement Cost: $161,000, Total Project Cost: $1,775,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 15748, Location: 4.7MI.N.OFAL.14 (Lat: 32.580950, Lng: -86.244778), Route carried "on" structure: State highway 111, Year Built: 1993, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 4,730 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 5,331 (year 2033), Design Load: HS 20, Features Intersected: PIGEON ROOST CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.511, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 34.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.62m (8.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $1,420,000, Roadway Improvement Cost: $142,000, Total Project Cost: $1,562,000 ( Estimate for 2022)
Structure Number: 15748, Location: 4.7MI.N.OFAL.14 (Lat: 32.580950, Lng: -86.244778), Route carried "on" structure: State highway 111, Year Built: 1993, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 4,730 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 5,331 (year 2033), Design Load: HS 20, Features Intersected: PIGEON ROOST CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.511, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 34.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.62m (8.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $1,420,000, Roadway Improvement Cost: $142,000, Total Project Cost: $1,562,000 ( Estimate for 2022)
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Structure Number: 16272, Location: SEC 31 T19N R19E (Lat: 32.588333, Lng: -86.203333), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 60 (year 1998), Average Future Daily Traffic: 68 (year 2031), Design Load: HS 20, Features Intersected: NO NAME BRANCH, Facility Carried by Structure: Thrasher Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), 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: 67.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.84m (6.04ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $378,000, Roadway Improvement Cost: $38,000, Total Project Cost: $416,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 16272, Location: SEC 31 T19N R19E (Lat: 32.588333, Lng: -86.203333), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 60 (year 1998), Average Future Daily Traffic: 68 (year 2031), Design Load: HS 20, Features Intersected: NO NAME BRANCH, Facility Carried by Structure: Thrasher Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), 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: 67.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.84m (6.04ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $378,000, Roadway Improvement Cost: $38,000, Total Project Cost: $416,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 1761, Location: 1.2 MILES E OF ST 231 (Lat: 32.477444, Lng: -86.168919), Route carried "on" structure: County highway 97, Year Built: 1999, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 1,228 (year 2008), Truck Traffic: 15%, Average Future Daily Traffic: 650 (year 2031), Design Load: H 15, Features Intersected: HARWELL MILL CREEK, Facility Carried by Structure: Willow Springs 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: 4, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 66.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.15m (10.33ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $540,000, Roadway Improvement Cost: $54,000, Total Project Cost: $594,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 1761, Location: 1.2 MILES E OF ST 231 (Lat: 32.477444, Lng: -86.168919), Route carried "on" structure: County highway 97, Year Built: 1999, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 1,228 (year 2008), Truck Traffic: 15%, Average Future Daily Traffic: 650 (year 2031), Design Load: H 15, Features Intersected: HARWELL MILL CREEK, Facility Carried by Structure: Willow Springs 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: 4, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 66.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.15m (10.33ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $540,000, Roadway Improvement Cost: $54,000, Total Project Cost: $594,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 18144, Location: .5 M. N. OF AL 231 (Lat: 32.600264, Lng: -86.220478), Route carried "on" structure: County highway 667, Year Built: 2001, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 918 (year 2000), Truck Traffic: 10%, Average Future Daily Traffic: 1,100 (year 2031), Design Load: HS 20, Features Intersected: YELLOW WATER CREEK, Facility Carried by Structure: Old US HWY 231
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 5.8m (19.0ft), 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: 70.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.9 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.63m (18.47ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $1,159,000, Roadway Improvement Cost: $116,000, Total Project Cost: $1,275,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 18144, Location: .5 M. N. OF AL 231 (Lat: 32.600264, Lng: -86.220478), Route carried "on" structure: County highway 667, Year Built: 2001, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 918 (year 2000), Truck Traffic: 10%, Average Future Daily Traffic: 1,100 (year 2031), Design Load: HS 20, Features Intersected: YELLOW WATER CREEK, Facility Carried by Structure: Old US HWY 231
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 5.8m (19.0ft), 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: 70.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.9 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.63m (18.47ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $1,159,000, Roadway Improvement Cost: $116,000, Total Project Cost: $1,275,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 18734, Location: 0.5MI. EAST OF AL21 (Lat: 32.565608, Lng: -86.187978), Route carried "on" structure: Business City street 2, Year Built: 1986, Status: Open, Structure Length: 1.03m (3.38ft), Average Daily Traffic: 75 (year 2014), Average Future Daily Traffic: 134 (year 2034), Features Intersected: CORN CREEK, Facility Carried by Structure: LANDFILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.748, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 4.2m (13.8ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.3m (33.8ft), Curb-To-Curb Width: 4.2m (13.8ft), Out-to-Out Width: 4.8m (15.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 62.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.1 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: Meets minimum limits, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $175,000, Roadway Improvement Cost: $18,000, Total Project Cost: $193,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 18734, Location: 0.5MI. EAST OF AL21 (Lat: 32.565608, Lng: -86.187978), Route carried "on" structure: Business City street 2, Year Built: 1986, Status: Open, Structure Length: 1.03m (3.38ft), Average Daily Traffic: 75 (year 2014), Average Future Daily Traffic: 134 (year 2034), Features Intersected: CORN CREEK, Facility Carried by Structure: LANDFILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.748, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 4.2m (13.8ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.3m (33.8ft), Curb-To-Curb Width: 4.2m (13.8ft), Out-to-Out Width: 4.8m (15.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 62.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.1 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: Meets minimum limits, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $175,000, Roadway Improvement Cost: $18,000, Total Project Cost: $193,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels