Bridge Statistics for Minor, Alabama (AL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 17Number of bridges
- 164ft / 50.2mTotal length
- $18,228,000Total costs
- 42,414Total average daily traffic
- 2,965Total average daily truck traffic
- 62,967Total future (year 2030) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Minor
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 11940-1949
- 151980-1989
- Bridge Condition - Deck
- 55.6%Good
- 22.2%Satisfactory
- 22.2%Fair
- Bridge Condition - Superstructure
- 55.6%Good
- 44.4%Satisfactory
- Bridge Condition - Substructure
- 22.2%Good
- 55.6%Satisfactory
- 22.2%Fair
- Bridge Condition - Channel
- 50.0%Good
- 50.0%Satisfactory
- Bridge Condition - Culverts
- 75.0%Good
- 25.0%Satisfactory
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Structure Number: 13563, Location: 20 TH STREET * 8TH AVE (Lat: 33.830000, Lng: -87.285000), Route carried "on" structure: City street , Year Built: 1985, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 8,000 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 16,000 (year 2040), Design Load: HS 20, Features Intersected: TANYHARD CREEK, Facility Carried by Structure: 20 TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.499, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.4m (40.7ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 13.6m (44.6ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 63.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.20m (7.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $686,000, Roadway Improvement Cost: $69,000, Total Project Cost: $755,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 13563, Location: 20 TH STREET * 8TH AVE (Lat: 33.830000, Lng: -87.285000), Route carried "on" structure: City street , Year Built: 1985, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 8,000 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 16,000 (year 2040), Design Load: HS 20, Features Intersected: TANYHARD CREEK, Facility Carried by Structure: 20 TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.499, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.4m (40.7ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 13.6m (44.6ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 63.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.20m (7.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $686,000, Roadway Improvement Cost: $69,000, Total Project Cost: $755,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 13564, Location: 4.2 MI E JCT US72 * SR65 (Lat: 34.625011, Lng: -86.307533), Route carried "on" structure: US 72, Year Built: 1985, Status: Open, Structure Length: 18.59m (60.99ft), Average Daily Traffic: 8,317 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 11,644 (year 2038), Design Load: HS 20, Features Intersected: PAINT ROCK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 193.329, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 12 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 11, Length of Maximum Span: 71.6m (234.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 42.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.8 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 19.24m (63.12ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: September 2020, Underwater Inspection Date: May 2020, Bridge Improvement Cost: $5,540,000, Roadway Improvement Cost: $554,000, Total Project Cost: $6,094,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 13564, Location: 4.2 MI E JCT US72 * SR65 (Lat: 34.625011, Lng: -86.307533), Route carried "on" structure: US 72, Year Built: 1985, Status: Open, Structure Length: 18.59m (60.99ft), Average Daily Traffic: 8,317 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 11,644 (year 2038), Design Load: HS 20, Features Intersected: PAINT ROCK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 193.329, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 12 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 11, Length of Maximum Span: 71.6m (234.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 42.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.8 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 19.24m (63.12ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: September 2020, Underwater Inspection Date: May 2020, Bridge Improvement Cost: $5,540,000, Roadway Improvement Cost: $554,000, Total Project Cost: $6,094,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 13684, Location: 1.45 MI W AL-74 (Lat: 34.181861, Lng: -88.086722), Route carried "on" structure: County highway 4, Year Built: 1986, Status: Open, Structure Length: 9.42m (30.91ft), Average Daily Traffic: 250 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 960 (year 2040), Design Load: HS 20, Features Intersected: I-22, Facility Carried by Structure: CR-9
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.130, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.3m (20.7ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 29.0m (95.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 63.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 10.38m (34.06ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $2,134,000, Roadway Improvement Cost: $213,000, Total Project Cost: $2,347,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 13684, Location: 1.45 MI W AL-74 (Lat: 34.181861, Lng: -88.086722), Route carried "on" structure: County highway 4, Year Built: 1986, Status: Open, Structure Length: 9.42m (30.91ft), Average Daily Traffic: 250 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 960 (year 2040), Design Load: HS 20, Features Intersected: I-22, Facility Carried by Structure: CR-9
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.130, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.3m (20.7ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 29.0m (95.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 63.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 10.38m (34.06ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $2,134,000, Roadway Improvement Cost: $213,000, Total Project Cost: $2,347,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 13685, Location: 1.2 MI S INT RT 144* 142 (Lat: 32.029875, Lng: -88.323522), Route carried "on" structure: County highway 144, Year Built: 1985, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 700 (year 1996), Truck Traffic: 10%, Average Future Daily Traffic: 721 (year 2036), Design Load: HS 20, Features Intersected: BOGUELOOSA CREEK, Facility Carried by Structure: CO.RD. 11
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: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 71.6 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: 1.98m (6.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $516,000, Roadway Improvement Cost: $52,000, Total Project Cost: $568,000 ( Estimate for 2022)
Structure Number: 13685, Location: 1.2 MI S INT RT 144* 142 (Lat: 32.029875, Lng: -88.323522), Route carried "on" structure: County highway 144, Year Built: 1985, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 700 (year 1996), Truck Traffic: 10%, Average Future Daily Traffic: 721 (year 2036), Design Load: HS 20, Features Intersected: BOGUELOOSA CREEK, Facility Carried by Structure: CO.RD. 11
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: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 71.6 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: 1.98m (6.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $516,000, Roadway Improvement Cost: $52,000, Total Project Cost: $568,000 ( Estimate for 2022)
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Structure Number: 13686, Location: 6 MI. E. OF JACHIN (Lat: 32.210136, Lng: -88.075572), Route carried "on" structure: State highway 156, Year Built: 1985, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 1,460 (year 2013), Truck Traffic: 20%, Average Future Daily Traffic: 1,781 (year 2033), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.168, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 86.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.81m (5.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $605,000, Roadway Improvement Cost: $61,000, Total Project Cost: $666,000 ( Estimate for 2022)
Structure Number: 13686, Location: 6 MI. E. OF JACHIN (Lat: 32.210136, Lng: -88.075572), Route carried "on" structure: State highway 156, Year Built: 1985, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 1,460 (year 2013), Truck Traffic: 20%, Average Future Daily Traffic: 1,781 (year 2033), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.168, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 86.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.81m (5.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $605,000, Roadway Improvement Cost: $61,000, Total Project Cost: $666,000 ( Estimate for 2022)
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Structure Number: 13687, Location: 2 1/2 MI SW OF LOCUST FOR (Lat: 33.894750, Lng: -86.658208), Route carried "on" structure: County highway 159, Year Built: 1985, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 183 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 272 (year 2040), Design Load: HS 20, Features Intersected: YOUNGBLOOD LAKE, Facility Carried by Structure: DEAVER-WALKER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 56.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.6 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: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.20m (7.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $393,000, Roadway Improvement Cost: $39,000, Total Project Cost: $432,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 13687, Location: 2 1/2 MI SW OF LOCUST FOR (Lat: 33.894750, Lng: -86.658208), Route carried "on" structure: County highway 159, Year Built: 1985, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 183 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 272 (year 2040), Design Load: HS 20, Features Intersected: YOUNGBLOOD LAKE, Facility Carried by Structure: DEAVER-WALKER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 56.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.6 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: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.20m (7.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $393,000, Roadway Improvement Cost: $39,000, Total Project Cost: $432,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 13688, Location: JCT CR- 87 (Lat: 33.837200, Lng: -87.812300), Route carried "on" structure: US 43, Year Built: 1985, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 2,280 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 2,970 (year 2038), Design Load: HS 20, Features Intersected: Stewart Creek Tributary, Facility Carried by Structure: AL-171
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 75.060, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.26m (4.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $466,000, Roadway Improvement Cost: $47,000, Total Project Cost: $513,000 ( Estimate for 2022)
Structure Number: 13688, Location: JCT CR- 87 (Lat: 33.837200, Lng: -87.812300), Route carried "on" structure: US 43, Year Built: 1985, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 2,280 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 2,970 (year 2038), Design Load: HS 20, Features Intersected: Stewart Creek Tributary, Facility Carried by Structure: AL-171
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 75.060, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.26m (4.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $466,000, Roadway Improvement Cost: $47,000, Total Project Cost: $513,000 ( Estimate for 2022)
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Structure Number: 13689, Location: 5 MI S JCT SR 17 (Lat: 34.069578, Lng: -87.974103), Route carried "on" structure: US 43, Year Built: 1985, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 8,320 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 10,836 (year 2040), Design Load: HS 20, Features Intersected: Dougan Creek, Facility Carried by Structure: AL-171
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 110.055, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 71.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.20m (20.34ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $1,956,000, Roadway Improvement Cost: $196,000, Total Project Cost: $2,152,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 13689, Location: 5 MI S JCT SR 17 (Lat: 34.069578, Lng: -87.974103), Route carried "on" structure: US 43, Year Built: 1985, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 8,320 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 10,836 (year 2040), Design Load: HS 20, Features Intersected: Dougan Creek, Facility Carried by Structure: AL-171
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 110.055, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 71.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.20m (20.34ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $1,956,000, Roadway Improvement Cost: $196,000, Total Project Cost: $2,152,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 13691, Location: 14.6 MI N.JCT SR68 (Lat: 34.353333, Lng: -85.678333), Route carried "on" structure: State highway 176, Year Built: 1985, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 208 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 292 (year 2039), Design Load: HS 20, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.430, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 64.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: 1.38m (4.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $283,000, Roadway Improvement Cost: $28,000, Total Project Cost: $311,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 13691, Location: 14.6 MI N.JCT SR68 (Lat: 34.353333, Lng: -85.678333), Route carried "on" structure: State highway 176, Year Built: 1985, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 208 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 292 (year 2039), Design Load: HS 20, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.430, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 64.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: 1.38m (4.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $283,000, Roadway Improvement Cost: $28,000, Total Project Cost: $311,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 13693, Location: 5.1 MI W JCT SR 35 (Lat: 34.370500, Lng: -85.662483), Route carried "on" structure: State highway 176, Year Built: 1985, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 164 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 230 (year 2039), Design Load: HS 20, Features Intersected: WOLF CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.027, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.26m (4.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $386,000, Roadway Improvement Cost: $39,000, Total Project Cost: $425,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 13693, Location: 5.1 MI W JCT SR 35 (Lat: 34.370500, Lng: -85.662483), Route carried "on" structure: State highway 176, Year Built: 1985, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 164 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 230 (year 2039), Design Load: HS 20, Features Intersected: WOLF CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.027, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.26m (4.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $386,000, Roadway Improvement Cost: $39,000, Total Project Cost: $425,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 13694, Location: 0.4 MI EAST JCT SR #82 (Lat: 33.444169, Lng: -88.235172), Route carried "on" structure: County highway 177, Year Built: 1985, Status: Posted for load, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 50 (year 1998), Average Future Daily Traffic: 100 (year 2034), Design Load: H 15, Features Intersected: BELL BRANCH
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: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 17.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 12.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.04m (6.69ft), 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: $336,000, Roadway Improvement Cost: $34,000, Total Project Cost: $370,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 13694, Location: 0.4 MI EAST JCT SR #82 (Lat: 33.444169, Lng: -88.235172), Route carried "on" structure: County highway 177, Year Built: 1985, Status: Posted for load, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 50 (year 1998), Average Future Daily Traffic: 100 (year 2034), Design Load: H 15, Features Intersected: BELL BRANCH
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: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 17.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 12.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.04m (6.69ft), 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: $336,000, Roadway Improvement Cost: $34,000, Total Project Cost: $370,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 13695, Location: 3 M W JCT SR184 & SR101 (Lat: 34.755164, Lng: -87.457458), Route carried "on" structure: State highway 184, Year Built: 1985, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 3,020 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 3,729 (year 2033), Design Load: HS 20, Features Intersected: SHAW BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.190, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.4m (24.3ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 66.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.84m (6.04ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $636,000, Roadway Improvement Cost: $64,000, Total Project Cost: $700,000 ( Estimate for 2022)
Structure Number: 13695, Location: 3 M W JCT SR184 & SR101 (Lat: 34.755164, Lng: -87.457458), Route carried "on" structure: State highway 184, Year Built: 1985, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 3,020 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 3,729 (year 2033), Design Load: HS 20, Features Intersected: SHAW BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.190, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.4m (24.3ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 66.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.84m (6.04ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $636,000, Roadway Improvement Cost: $64,000, Total Project Cost: $700,000 ( Estimate for 2022)
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Structure Number: 13697, Location: .5 MI S INT ALA 9 (Lat: 34.232208, Lng: -85.529414), Route carried "on" structure: County highway 189, Year Built: 1930, Year Reconstructed: 1985, Status: Posted for load, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 133 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 198 (year 2040), Design Load: H 15, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 12.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 7.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: 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: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2021, Other Special Inspection Date: March 2021, 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, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 13697, Location: .5 MI S INT ALA 9 (Lat: 34.232208, Lng: -85.529414), Route carried "on" structure: County highway 189, Year Built: 1930, Year Reconstructed: 1985, Status: Posted for load, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 133 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 198 (year 2040), Design Load: H 15, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 12.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 7.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: 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: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2021, Other Special Inspection Date: March 2021, 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, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 14015, Location: 1 MI S I-65 (Lat: 30.941389, Lng: -87.860722), Route carried "on" structure: State highway 225, Year Built: 1986, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 2,139 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 3,209 (year 2039), Design Load: HS 20, Features Intersected: GRIFFIN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.962, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 41.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.1 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 minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.80m (9.19ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: December 2020, Underwater Inspection Date: October 2020, Bridge Improvement Cost: $615,000, Roadway Improvement Cost: $62,000, Total Project Cost: $677,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 14015, Location: 1 MI S I-65 (Lat: 30.941389, Lng: -87.860722), Route carried "on" structure: State highway 225, Year Built: 1986, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 2,139 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 3,209 (year 2039), Design Load: HS 20, Features Intersected: GRIFFIN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.962, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 41.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.1 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 minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.80m (9.19ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: December 2020, Underwater Inspection Date: October 2020, Bridge Improvement Cost: $615,000, Roadway Improvement Cost: $62,000, Total Project Cost: $677,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 14017, Location: .2 MI N JCT OF US72* WYNN (Lat: 34.739678, Lng: -86.652747), Route carried "on" structure: City street , Year Built: 1986, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 7,000 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 9,800 (year 2037), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: NEW WYNN DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 57.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.3 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: 1.55m (5.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $982,000, Roadway Improvement Cost: $98,000, Total Project Cost: $1,080,000 ( Estimate for 2022)
Structure Number: 14017, Location: .2 MI N JCT OF US72* WYNN (Lat: 34.739678, Lng: -86.652747), Route carried "on" structure: City street , Year Built: 1986, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 7,000 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 9,800 (year 2037), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: NEW WYNN DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 57.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.3 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: 1.55m (5.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $982,000, Roadway Improvement Cost: $98,000, Total Project Cost: $1,080,000 ( Estimate for 2022)
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Structure Number: 14075, Location: 0.8 MI E CR 33 (Lat: 32.252225, Lng: -87.223128), Route carried "on" structure: County highway 960, Year Built: 1942, Year Reconstructed: 1987, Status: Posted for load, Structure Length: 2.76m (9.06ft), Average Daily Traffic: 60 (year 2012), Truck Traffic: 5%, Average Future Daily Traffic: 90 (year 2040), Design Load: H 15, Features Intersected: BIG SWAMP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 4.9m (16.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 22.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.67m (12.04ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2020, Other Special Inspection Date: May 2021, Bridge Improvement Cost: $504,000, Roadway Improvement Cost: $50,000, Total Project Cost: $554,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 14075, Location: 0.8 MI E CR 33 (Lat: 32.252225, Lng: -87.223128), Route carried "on" structure: County highway 960, Year Built: 1942, Year Reconstructed: 1987, Status: Posted for load, Structure Length: 2.76m (9.06ft), Average Daily Traffic: 60 (year 2012), Truck Traffic: 5%, Average Future Daily Traffic: 90 (year 2040), Design Load: H 15, Features Intersected: BIG SWAMP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 4.9m (16.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 22.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.67m (12.04ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2020, Other Special Inspection Date: May 2021, Bridge Improvement Cost: $504,000, Roadway Improvement Cost: $50,000, Total Project Cost: $554,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 14079, Location: 2.0 S OF WINFIELD (Lat: 33.900503, Lng: -87.814158), Route carried "on" structure: County highway 87, Year Built: 1985, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 130 (year 1996), Truck Traffic: 8%, Average Future Daily Traffic: 135 (year 2030), Design Load: H 15, Features Intersected: MOSS CREEK, Facility Carried by Structure: CO RD 49
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 69.0 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: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $314,000, Roadway Improvement Cost: $31,000, Total Project Cost: $345,000 ( Estimate for 2022)
Structure Number: 14079, Location: 2.0 S OF WINFIELD (Lat: 33.900503, Lng: -87.814158), Route carried "on" structure: County highway 87, Year Built: 1985, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 130 (year 1996), Truck Traffic: 8%, Average Future Daily Traffic: 135 (year 2030), Design Load: H 15, Features Intersected: MOSS CREEK, Facility Carried by Structure: CO RD 49
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 69.0 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: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $314,000, Roadway Improvement Cost: $31,000, Total Project Cost: $345,000 ( Estimate for 2022)