Bridge Statistics for Detroit, Alabama (AL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 20Number of bridges
- 223ft / 67.9mTotal length
- $18,470,000Total costs
- 10,283Total average daily traffic
- 1,464Total average daily truck traffic
- 14,373Total future (year 2032) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Detroit
- No street view available for this location
- New bridges - historical statistics
- 11900-1909
- 31940-1949
- 21950-1959
- 11960-1969
- 31970-1979
- 41980-1989
- 31990-1999
- 22000-2009
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 11940-1949
- 01950-1959
- 01960-1969
- 11970-1979
- 21980-1989
- Bridge Condition - Deck
- 12.5%Very good
- 75.0%Good
- 12.5%Satisfactory
- Bridge Condition - Superstructure
- 25.0%Very good
- 75.0%Good
- Bridge Condition - Substructure
- 25.0%Very good
- 12.5%Good
- 50.0%Satisfactory
- 12.5%Fair
- Bridge Condition - Channel
- 5.0%Very good
- 25.0%Good
- 50.0%Satisfactory
- 15.0%Fair
- 5.0%Serious
- Bridge Condition - Culverts
- 16.7%Good
- 66.7%Satisfactory
- 8.3%Fair
- 8.3%Serious
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Structure Number: 3213, Location: 2.5 MI S DETROIT (Lat: 33.992217, Lng: -88.174483), Route carried "on" structure: State highway 17, Year Built: 1948, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 1,422 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 2,076 (year 2033), Design Load: H 15, Features Intersected: Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 419.928, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 55.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.3 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: 1.55m (5.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $412,000, Roadway Improvement Cost: $41,000, Total Project Cost: $453,000 ( Estimate for 2022)
Structure Number: 3213, Location: 2.5 MI S DETROIT (Lat: 33.992217, Lng: -88.174483), Route carried "on" structure: State highway 17, Year Built: 1948, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 1,422 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 2,076 (year 2033), Design Load: H 15, Features Intersected: Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 419.928, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 55.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.3 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: 1.55m (5.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $412,000, Roadway Improvement Cost: $41,000, Total Project Cost: $453,000 ( Estimate for 2022)
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Structure Number: 3215, Location: 1.5 MI S MARION CO LINE (Lat: 34.038867, Lng: -88.155617), Route carried "on" structure: State highway 17, Year Built: 1948, Year Reconstructed: 1987, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 1,867 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 2,296 (year 2040), Design Load: H 15, Features Intersected: Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 427.004, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 48.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.3 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 minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.20m (7.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $382,000, Roadway Improvement Cost: $38,000, Total Project Cost: $420,000 ( Estimate for 2022)
Structure Number: 3215, Location: 1.5 MI S MARION CO LINE (Lat: 34.038867, Lng: -88.155617), Route carried "on" structure: State highway 17, Year Built: 1948, Year Reconstructed: 1987, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 1,867 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 2,296 (year 2040), Design Load: H 15, Features Intersected: Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 427.004, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 48.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.3 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 minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.20m (7.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $382,000, Roadway Improvement Cost: $38,000, Total Project Cost: $420,000 ( Estimate for 2022)
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Structure Number: 3216, Location: 0.5 MI S MARION CO LINE (Lat: 34.049050, Lng: -88.144117), Route carried "on" structure: State highway 17, Year Built: 1948, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 1,542 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 2,296 (year 2040), Design Load: H 15, Features Intersected: Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 428.549, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 69.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.95m (6.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $361,000, Roadway Improvement Cost: $36,000, Total Project Cost: $397,000 ( Estimate for 2022)
Structure Number: 3216, Location: 0.5 MI S MARION CO LINE (Lat: 34.049050, Lng: -88.144117), Route carried "on" structure: State highway 17, Year Built: 1948, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 1,542 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 2,296 (year 2040), Design Load: H 15, Features Intersected: Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 428.549, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 69.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.95m (6.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $361,000, Roadway Improvement Cost: $36,000, Total Project Cost: $397,000 ( Estimate for 2022)
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Structure Number: 4492, Location: 1 MILE NORTH LAMAR CO LIN (Lat: 34.076500, Lng: -88.183750), Route carried "on" structure: County highway 26, Year Built: 1900, Year Reconstructed: 1953, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 240 (year 2001), Truck Traffic: 20%, Average Future Daily Traffic: 363 (year 2035), Design Load: H 20, Features Intersected: DRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 52.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.07m (6.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $503,000, Roadway Improvement Cost: $50,000, Total Project Cost: $553,000 ( Estimate for 2022)
Structure Number: 4492, Location: 1 MILE NORTH LAMAR CO LIN (Lat: 34.076500, Lng: -88.183750), Route carried "on" structure: County highway 26, Year Built: 1900, Year Reconstructed: 1953, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 240 (year 2001), Truck Traffic: 20%, Average Future Daily Traffic: 363 (year 2035), Design Load: H 20, Features Intersected: DRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 52.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.07m (6.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $503,000, Roadway Improvement Cost: $50,000, Total Project Cost: $553,000 ( Estimate for 2022)
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Structure Number: 5749, Location: 1.4 MI. E. DETROIT (Lat: 34.023206, Lng: -88.144614), Route carried "on" structure: County highway 16, Year Built: 1957, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 190 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 282 (year 2036), Design Load: H 15, Features Intersected: REEDY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 37.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.84m (6.04ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $339,000, Roadway Improvement Cost: $34,000, Total Project Cost: $373,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5749, Location: 1.4 MI. E. DETROIT (Lat: 34.023206, Lng: -88.144614), Route carried "on" structure: County highway 16, Year Built: 1957, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 190 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 282 (year 2036), Design Load: H 15, Features Intersected: REEDY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 37.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.84m (6.04ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $339,000, Roadway Improvement Cost: $34,000, Total Project Cost: $373,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6214, Location: 1 MI N JCT SR 19 DETROIT (Lat: 34.062775, Lng: -88.131817), Route carried "on" structure: State highway 17, Year Built: 1958, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 1,970 (year 2017), Truck Traffic: 17%, Average Future Daily Traffic: 2,541 (year 2041), Design Load: HS 20, Features Intersected: Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 430.495, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete, 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: 70.8 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.51m (8.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $783,000, Roadway Improvement Cost: $78,000, Total Project Cost: $861,000 ( Estimate for 2022)
Structure Number: 6214, Location: 1 MI N JCT SR 19 DETROIT (Lat: 34.062775, Lng: -88.131817), Route carried "on" structure: State highway 17, Year Built: 1958, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 1,970 (year 2017), Truck Traffic: 17%, Average Future Daily Traffic: 2,541 (year 2041), Design Load: HS 20, Features Intersected: Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 430.495, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete, 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: 70.8 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.51m (8.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $783,000, Roadway Improvement Cost: $78,000, Total Project Cost: $861,000 ( Estimate for 2022)
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Structure Number: 6871, Location: 1.9 MI. N. DETROIT (Lat: 34.053222, Lng: -88.186056), Route carried "on" structure: County highway 15, Year Built: 1960, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 110 (year 2016), Truck Traffic: 22%, Average Future Daily Traffic: 164 (year 2036), Design Load: H 15, Features Intersected: DRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.0m (13.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 42.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.2 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 desirable criteria, Length Of Structure Improvement: 1.86m (6.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $323,000, Roadway Improvement Cost: $32,000, Total Project Cost: $355,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6871, Location: 1.9 MI. N. DETROIT (Lat: 34.053222, Lng: -88.186056), Route carried "on" structure: County highway 15, Year Built: 1960, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 110 (year 2016), Truck Traffic: 22%, Average Future Daily Traffic: 164 (year 2036), Design Load: H 15, Features Intersected: DRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.0m (13.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 42.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.2 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 desirable criteria, Length Of Structure Improvement: 1.86m (6.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $323,000, Roadway Improvement Cost: $32,000, Total Project Cost: $355,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10149, Location: 1.0 MI. N.W. DETROIT (Lat: 34.033850, Lng: -88.182472), Route carried "on" structure: County highway 15, Year Built: 1992, Status: Open, Structure Length: 8.29m (27.20ft), Average Daily Traffic: 260 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 386 (year 2036), Design Load: HS 20, Features Intersected: SIPSEY CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 74.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.29m (30.48ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: October 2020, Underwater Inspection Date: October 2020, Bridge Improvement Cost: $1,720,000, Roadway Improvement Cost: $172,000, Total Project Cost: $1,892,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 10149, Location: 1.0 MI. N.W. DETROIT (Lat: 34.033850, Lng: -88.182472), Route carried "on" structure: County highway 15, Year Built: 1992, Status: Open, Structure Length: 8.29m (27.20ft), Average Daily Traffic: 260 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 386 (year 2036), Design Load: HS 20, Features Intersected: SIPSEY CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 74.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.29m (30.48ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: October 2020, Underwater Inspection Date: October 2020, Bridge Improvement Cost: $1,720,000, Roadway Improvement Cost: $172,000, Total Project Cost: $1,892,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 12163, Location: 0.7 MI N JCT AL-17 (Lat: 34.060528, Lng: -88.127042), Route carried "on" structure: State highway 19, Year Built: 1979, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 350 (year 2016), Truck Traffic: 20%, Average Future Daily Traffic: 480 (year 2033), Design Load: HS 20, Features Intersected: Aston Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.143, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.4m (24.3ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, 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: 10.4m (34.1ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 46.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 27.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $1,005,000, Roadway Improvement Cost: $101,000, Total Project Cost: $1,106,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 12163, Location: 0.7 MI N JCT AL-17 (Lat: 34.060528, Lng: -88.127042), Route carried "on" structure: State highway 19, Year Built: 1979, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 350 (year 2016), Truck Traffic: 20%, Average Future Daily Traffic: 480 (year 2033), Design Load: HS 20, Features Intersected: Aston Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.143, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.4m (24.3ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, 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: 10.4m (34.1ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 46.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 27.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $1,005,000, Roadway Improvement Cost: $101,000, Total Project Cost: $1,106,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 12164, Location: 2.3 MI N JCT AL-17 (Lat: 34.084611, Lng: -88.132389), Route carried "on" structure: State highway 19, Year Built: 1979, Status: Open, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 270 (year 2016), Truck Traffic: 21%, Average Future Daily Traffic: 370 (year 2033), Design Load: HS 20, Features Intersected: Factory Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.833, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.4m (24.3ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, 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: 10.4m (34.1ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 46.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 27.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.26m (23.82ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $1,842,000, Roadway Improvement Cost: $184,000, Total Project Cost: $2,026,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 12164, Location: 2.3 MI N JCT AL-17 (Lat: 34.084611, Lng: -88.132389), Route carried "on" structure: State highway 19, Year Built: 1979, Status: Open, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 270 (year 2016), Truck Traffic: 21%, Average Future Daily Traffic: 370 (year 2033), Design Load: HS 20, Features Intersected: Factory Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.833, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.4m (24.3ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, 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: 10.4m (34.1ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 46.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 27.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.26m (23.82ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $1,842,000, Roadway Improvement Cost: $184,000, Total Project Cost: $2,026,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 13154, Location: 0.6 MILE WEST OF STRD 19 (Lat: 34.062436, Lng: -88.145847), Route carried "on" structure: County highway , Year Built: 1984, Year Reconstructed: 1994, Status: Posted for load, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 30 (year 2001), Average Future Daily Traffic: 53 (year 2035), Design Load: HS 20, Features Intersected: SIPSEY CREEK, Facility Carried by Structure: GRAVEL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Channel: Serious, Culverts: Serious, Operating Rating: 2.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 1.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: High priority of corrective action, 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: 1.81m (5.94ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 3 months, Inspection Date: June 2021, Other Special Inspection Date: December 2021, Bridge Improvement Cost: $250,000, Roadway Improvement Cost: $25,000, Total Project Cost: $275,000 ( Estimate for 2022)
Structure Number: 13154, Location: 0.6 MILE WEST OF STRD 19 (Lat: 34.062436, Lng: -88.145847), Route carried "on" structure: County highway , Year Built: 1984, Year Reconstructed: 1994, Status: Posted for load, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 30 (year 2001), Average Future Daily Traffic: 53 (year 2035), Design Load: HS 20, Features Intersected: SIPSEY CREEK, Facility Carried by Structure: GRAVEL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Channel: Serious, Culverts: Serious, Operating Rating: 2.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 1.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: High priority of corrective action, 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: 1.81m (5.94ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 3 months, Inspection Date: June 2021, Other Special Inspection Date: December 2021, Bridge Improvement Cost: $250,000, Roadway Improvement Cost: $25,000, Total Project Cost: $275,000 ( Estimate for 2022)
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Structure Number: 13155, Location: 0.5 MILE WEST OF CORD 23 (Lat: 34.064778, Lng: -88.182861), Route carried "on" structure: County highway , Year Built: 1978, Year Reconstructed: 1984, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 40 (year 2001), Average Future Daily Traffic: 66 (year 2035), Design Load: H 20, Features Intersected: FLAT CREEK, Facility Carried by Structure: PAVED 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: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 74.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.9 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: Better than present minimum criteria, Length Of Structure Improvement: 1.65m (5.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $296,000, Roadway Improvement Cost: $30,000, Total Project Cost: $326,000 ( Estimate for 2022)
Structure Number: 13155, Location: 0.5 MILE WEST OF CORD 23 (Lat: 34.064778, Lng: -88.182861), Route carried "on" structure: County highway , Year Built: 1978, Year Reconstructed: 1984, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 40 (year 2001), Average Future Daily Traffic: 66 (year 2035), Design Load: H 20, Features Intersected: FLAT CREEK, Facility Carried by Structure: PAVED 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: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 74.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.9 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: Better than present minimum criteria, Length Of Structure Improvement: 1.65m (5.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $296,000, Roadway Improvement Cost: $30,000, Total Project Cost: $326,000 ( Estimate for 2022)
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Structure Number: 1418, Location: 2.2 MI. S.W. DETROIT (Lat: 34.021850, Lng: -88.204975), Route carried "on" structure: County highway 38, Year Built: 1987, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 380 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 565 (year 2036), Design Load: HS 20, Features Intersected: SIPSEY CREEK RELIEF, Facility Carried by Structure: HATLEY DETROIT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 69.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.8 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: Equal to 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: January 2021, Bridge Improvement Cost: $1,148,000, Roadway Improvement Cost: $115,000, Total Project Cost: $1,263,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 1418, Location: 2.2 MI. S.W. DETROIT (Lat: 34.021850, Lng: -88.204975), Route carried "on" structure: County highway 38, Year Built: 1987, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 380 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 565 (year 2036), Design Load: HS 20, Features Intersected: SIPSEY CREEK RELIEF, Facility Carried by Structure: HATLEY DETROIT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 69.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.8 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: Equal to 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: January 2021, Bridge Improvement Cost: $1,148,000, Roadway Improvement Cost: $115,000, Total Project Cost: $1,263,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 14482, Location: 2.1 MI. S.W. DETROIT (Lat: 34.020306, Lng: -88.203403), Route carried "on" structure: County highway 38, Year Built: 1988, Status: Open, Structure Length: 7.25m (23.79ft), Average Daily Traffic: 380 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 565 (year 2036), Design Load: HS 20, Features Intersected: SIPSEY CREEK, Facility Carried by Structure: HATLEY DETROIT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 74.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.28m (27.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $1,476,000, Roadway Improvement Cost: $148,000, Total Project Cost: $1,624,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 14482, Location: 2.1 MI. S.W. DETROIT (Lat: 34.020306, Lng: -88.203403), Route carried "on" structure: County highway 38, Year Built: 1988, Status: Open, Structure Length: 7.25m (23.79ft), Average Daily Traffic: 380 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 565 (year 2036), Design Load: HS 20, Features Intersected: SIPSEY CREEK, Facility Carried by Structure: HATLEY DETROIT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 74.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.28m (27.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $1,476,000, Roadway Improvement Cost: $148,000, Total Project Cost: $1,624,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 1481, Location: 2.0 MI. S.W. DETROIT (Lat: 34.017806, Lng: -88.200833), Route carried "on" structure: County highway 38, Year Built: 1989, Status: Open, Structure Length: 7.25m (23.79ft), Average Daily Traffic: 380 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 565 (year 2036), Design Load: HS 20, Features Intersected: SIPSEY CREEK, Facility Carried by Structure: HATLEY DETROIT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 74.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.28m (27.17ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: January 2021, Underwater Inspection Date: October 2020, Bridge Improvement Cost: $1,533,000, Roadway Improvement Cost: $153,000, Total Project Cost: $1,686,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 1481, Location: 2.0 MI. S.W. DETROIT (Lat: 34.017806, Lng: -88.200833), Route carried "on" structure: County highway 38, Year Built: 1989, Status: Open, Structure Length: 7.25m (23.79ft), Average Daily Traffic: 380 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 565 (year 2036), Design Load: HS 20, Features Intersected: SIPSEY CREEK, Facility Carried by Structure: HATLEY DETROIT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 74.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.28m (27.17ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: January 2021, Underwater Inspection Date: October 2020, Bridge Improvement Cost: $1,533,000, Roadway Improvement Cost: $153,000, Total Project Cost: $1,686,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 15354, Location: .1 MI. W. ALA. 17 (Lat: 34.027306, Lng: -88.179972), Route carried "on" structure: County highway 15, Year Built: 1991, Status: Open, Structure Length: 12.44m (40.81ft), Average Daily Traffic: 260 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 386 (year 2036), Design Load: HS 20, Features Intersected: SIPSEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 12, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 74.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 13.28m (43.57ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: January 2021, Underwater Inspection Date: October 2020, Bridge Improvement Cost: $2,458,000, Roadway Improvement Cost: $246,000, Total Project Cost: $2,704,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 15354, Location: .1 MI. W. ALA. 17 (Lat: 34.027306, Lng: -88.179972), Route carried "on" structure: County highway 15, Year Built: 1991, Status: Open, Structure Length: 12.44m (40.81ft), Average Daily Traffic: 260 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 386 (year 2036), Design Load: HS 20, Features Intersected: SIPSEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 12, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 74.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 13.28m (43.57ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: January 2021, Underwater Inspection Date: October 2020, Bridge Improvement Cost: $2,458,000, Roadway Improvement Cost: $246,000, Total Project Cost: $2,704,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 16393, Location: 0.1 MI W AL #17 (Lat: 33.997750, Lng: -88.180750), Route carried "on" structure: County highway 8, Year Built: 1995, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 130 (year 1995), Truck Traffic: 1%, Average Future Daily Traffic: 190 (year 2032), Design Load: HS 20, Features Intersected: NORTHINGTON BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 56.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.8 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 desirable criteria, Length Of Structure Improvement: 1.65m (5.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $401,000, Roadway Improvement Cost: $40,000, Total Project Cost: $441,000 ( Estimate for 2022)
Structure Number: 16393, Location: 0.1 MI W AL #17 (Lat: 33.997750, Lng: -88.180750), Route carried "on" structure: County highway 8, Year Built: 1995, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 130 (year 1995), Truck Traffic: 1%, Average Future Daily Traffic: 190 (year 2032), Design Load: HS 20, Features Intersected: NORTHINGTON BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 56.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.8 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 desirable criteria, Length Of Structure Improvement: 1.65m (5.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $401,000, Roadway Improvement Cost: $40,000, Total Project Cost: $441,000 ( Estimate for 2022)
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Structure Number: 19681, Location: .4 MI W CO RD 15 (Lat: 34.040344, Lng: -88.191492), Route carried "on" structure: County highway 39, Year Built: 2006, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 52 (year 2006), Average Future Daily Traffic: 110 (year 2032), Design Load: HS 20, Features Intersected: DRY CREEK, Facility Carried by Structure: DRY CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: 4.58m (15.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $847,000, Roadway Improvement Cost: $85,000, Total Project Cost: $932,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 19681, Location: .4 MI W CO RD 15 (Lat: 34.040344, Lng: -88.191492), Route carried "on" structure: County highway 39, Year Built: 2006, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 52 (year 2006), Average Future Daily Traffic: 110 (year 2032), Design Load: HS 20, Features Intersected: DRY CREEK, Facility Carried by Structure: DRY CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: 4.58m (15.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $847,000, Roadway Improvement Cost: $85,000, Total Project Cost: $932,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 2041, Location: 1 MILE WEST OF ST HWY 19 (Lat: 34.064183, Lng: -88.146939), Route carried "on" structure: County highway , Year Built: 2008, Status: Posted for load, Structure Length: 1.02m (3.35ft), Average Daily Traffic: 30 (year 2001), Average Future Daily Traffic: 54 (year 2036), Features Intersected: SIPSEY CREEK, Facility Carried by Structure: JOHNSON BOTTOM RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Steel, 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: 2.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 1.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.69m (5.54ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2020, Other Special Inspection Date: August 2021, Bridge Improvement Cost: $274,000, Roadway Improvement Cost: $27,000, Total Project Cost: $301,000 ( Estimate for 2022)
Structure Number: 2041, Location: 1 MILE WEST OF ST HWY 19 (Lat: 34.064183, Lng: -88.146939), Route carried "on" structure: County highway , Year Built: 2008, Status: Posted for load, Structure Length: 1.02m (3.35ft), Average Daily Traffic: 30 (year 2001), Average Future Daily Traffic: 54 (year 2036), Features Intersected: SIPSEY CREEK, Facility Carried by Structure: JOHNSON BOTTOM RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Steel, 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: 2.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 1.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.69m (5.54ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2020, Other Special Inspection Date: August 2021, Bridge Improvement Cost: $274,000, Roadway Improvement Cost: $27,000, Total Project Cost: $301,000 ( Estimate for 2022)
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Structure Number: 20506, Location: 0.7 MILES WEST OF AL #17 (Lat: 34.016111, Lng: -88.197611), Route carried "on" structure: County highway 5, Year Built: 2011, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 380 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 565 (year 2036), Design Load: HS 20, Features Intersected: NORTHINGTON BRANCH, Facility Carried by Structure: SPISEY FORK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 83.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.8 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: Better than 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: November 2020, Bridge Improvement Cost: $438,000, Roadway Improvement Cost: $44,000, Total Project Cost: $482,000 ( Estimate for 2022)
Structure Number: 20506, Location: 0.7 MILES WEST OF AL #17 (Lat: 34.016111, Lng: -88.197611), Route carried "on" structure: County highway 5, Year Built: 2011, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 380 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 565 (year 2036), Design Load: HS 20, Features Intersected: NORTHINGTON BRANCH, Facility Carried by Structure: SPISEY FORK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 83.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.8 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: Better than 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: November 2020, Bridge Improvement Cost: $438,000, Roadway Improvement Cost: $44,000, Total Project Cost: $482,000 ( Estimate for 2022)