Bridge Statistics for Dayton, Alabama (AL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 11Number of bridges
- 135ft / 41.0mTotal length
- $12,753,000Total costs
- 5,005Total average daily traffic
- 726Total average daily truck traffic
- 6,459Total future (year 2033) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Dayton
- No street view available for this location
- New bridges - historical statistics
- 21960-1969
- 31980-1989
- 41990-1999
- 22000-2009
- Bridge Condition - Deck
- 66.7%Good
- 33.3%Satisfactory
- Bridge Condition - Channel
- 54.5%Very good
- 18.2%Good
- 9.1%Satisfactory
- 18.2%Fair
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Structure Number: 10039, Location: 5.6 MI N AL 20 (Lat: 32.317358, Lng: -87.695081), Route carried "on" structure: County highway 39, Year Built: 1969, Status: Posted for load, Structure Length: 9.33m (30.61ft), Average Daily Traffic: 130 (year 1988), Truck Traffic: 15%, Average Future Daily Traffic: 185 (year 2040), Design Load: H 15, Features Intersected: CHICKASAW BOGUE RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.599, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 39.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.8 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 10.29m (33.76ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: December 2020, Other Special Inspection Date: December 2021, Bridge Improvement Cost: $1,834,000, Roadway Improvement Cost: $183,000, Total Project Cost: $2,017,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 10039, Location: 5.6 MI N AL 20 (Lat: 32.317358, Lng: -87.695081), Route carried "on" structure: County highway 39, Year Built: 1969, Status: Posted for load, Structure Length: 9.33m (30.61ft), Average Daily Traffic: 130 (year 1988), Truck Traffic: 15%, Average Future Daily Traffic: 185 (year 2040), Design Load: H 15, Features Intersected: CHICKASAW BOGUE RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.599, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 39.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.8 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 10.29m (33.76ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: December 2020, Other Special Inspection Date: December 2021, Bridge Improvement Cost: $1,834,000, Roadway Improvement Cost: $183,000, Total Project Cost: $2,017,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1004, Location: 5.95 N AL 28 (Lat: 32.318781, Lng: -87.689419), Route carried "on" structure: County highway 39, Year Built: 1969, Status: Posted for load, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 130 (year 1988), Truck Traffic: 15%, Average Future Daily Traffic: 185 (year 2040), Design Load: H 15, Features Intersected: CHICKASAW BOGUE RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.950, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 39.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.8 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 6.20m (20.34ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: December 2020, Other Special Inspection Date: December 2021, Bridge Improvement Cost: $1,106,000, Roadway Improvement Cost: $111,000, Total Project Cost: $1,217,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1004, Location: 5.95 N AL 28 (Lat: 32.318781, Lng: -87.689419), Route carried "on" structure: County highway 39, Year Built: 1969, Status: Posted for load, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 130 (year 1988), Truck Traffic: 15%, Average Future Daily Traffic: 185 (year 2040), Design Load: H 15, Features Intersected: CHICKASAW BOGUE RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.950, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 39.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.8 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 6.20m (20.34ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: December 2020, Other Special Inspection Date: December 2021, Bridge Improvement Cost: $1,106,000, Roadway Improvement Cost: $111,000, Total Project Cost: $1,217,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 13652, Location: 3.9 MILES E AL. 25 (Lat: 32.364964, Lng: -87.594058), Route carried "on" structure: County highway 44, Year Built: 1985, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 125 (year 1988), Truck Traffic: 35%, Average Future Daily Traffic: 175 (year 2041), Design Load: HS 20, Features Intersected: DRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.899, 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), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 69.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.98m (6.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $458,000, Roadway Improvement Cost: $46,000, Total Project Cost: $504,000 ( Estimate for 2022)
Structure Number: 13652, Location: 3.9 MILES E AL. 25 (Lat: 32.364964, Lng: -87.594058), Route carried "on" structure: County highway 44, Year Built: 1985, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 125 (year 1988), Truck Traffic: 35%, Average Future Daily Traffic: 175 (year 2041), Design Load: HS 20, Features Intersected: DRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.899, 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), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 69.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.98m (6.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $458,000, Roadway Improvement Cost: $46,000, Total Project Cost: $504,000 ( Estimate for 2022)
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Structure Number: 14069, Location: 3.9 MI. N. OF THOMASTON (Lat: 32.321550, Lng: -87.630267), Route carried "on" structure: State highway 25, Year Built: 1987, Status: Open, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 1,110 (year 2013), Truck Traffic: 22%, Average Future Daily Traffic: 1,472 (year 2033), Design Load: HS 20, Features Intersected: DRY CREEK REL.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.185, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), 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-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 51.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: Febuary 2022, Bridge Improvement Cost: $2,041,000, Roadway Improvement Cost: $204,000, Total Project Cost: $2,245,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 14069, Location: 3.9 MI. N. OF THOMASTON (Lat: 32.321550, Lng: -87.630267), Route carried "on" structure: State highway 25, Year Built: 1987, Status: Open, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 1,110 (year 2013), Truck Traffic: 22%, Average Future Daily Traffic: 1,472 (year 2033), Design Load: HS 20, Features Intersected: DRY CREEK REL.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.185, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), 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-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 51.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: Febuary 2022, Bridge Improvement Cost: $2,041,000, Roadway Improvement Cost: $204,000, Total Project Cost: $2,245,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 14227, Location: 3.8 MI. N. OF THOMASTON (Lat: 32.320050, Lng: -87.629867), Route carried "on" structure: State highway 25, Year Built: 1987, Status: Open, Structure Length: 8.29m (27.20ft), Average Daily Traffic: 1,110 (year 2013), Truck Traffic: 22%, Average Future Daily Traffic: 1,472 (year 2033), Design Load: HS 20, Features Intersected: DRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.024, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.29m (30.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $2,611,000, Roadway Improvement Cost: $261,000, Total Project Cost: $2,872,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 14227, Location: 3.8 MI. N. OF THOMASTON (Lat: 32.320050, Lng: -87.629867), Route carried "on" structure: State highway 25, Year Built: 1987, Status: Open, Structure Length: 8.29m (27.20ft), Average Daily Traffic: 1,110 (year 2013), Truck Traffic: 22%, Average Future Daily Traffic: 1,472 (year 2033), Design Load: HS 20, Features Intersected: DRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.024, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.29m (30.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $2,611,000, Roadway Improvement Cost: $261,000, Total Project Cost: $2,872,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 15597, Location: 0.60 MI E OF CO RT 51 (Lat: 32.408389, Lng: -87.653925), Route carried "on" structure: County highway 12, Year Built: 1992, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 400 (year 1992), Truck Traffic: 10%, Average Future Daily Traffic: 400 (year 2041), Design Load: HS 20, Features Intersected: LITTLE DRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.599, 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: 3.7m (12.1ft)
Condition: Channel: Very good, Culverts: 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable 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: January 2021, Bridge Improvement Cost: $382,000, Roadway Improvement Cost: $38,000, Total Project Cost: $420,000 ( Estimate for 2022)
Structure Number: 15597, Location: 0.60 MI E OF CO RT 51 (Lat: 32.408389, Lng: -87.653925), Route carried "on" structure: County highway 12, Year Built: 1992, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 400 (year 1992), Truck Traffic: 10%, Average Future Daily Traffic: 400 (year 2041), Design Load: HS 20, Features Intersected: LITTLE DRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.599, 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: 3.7m (12.1ft)
Condition: Channel: Very good, Culverts: 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable 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: January 2021, Bridge Improvement Cost: $382,000, Roadway Improvement Cost: $38,000, Total Project Cost: $420,000 ( Estimate for 2022)
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Structure Number: 15599, Location: 1 3 MI E CO RT 51 (Lat: 32.408478, Lng: -87.641286), Route carried "on" structure: County highway 12, Year Built: 1992, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 400 (year 1992), Truck Traffic: 10%, Average Future Daily Traffic: 400 (year 2041), Design Load: HS 20, Features Intersected: LITTLE DRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.299, 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: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 65.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.58m (5.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $383,000, Roadway Improvement Cost: $38,000, Total Project Cost: $421,000 ( Estimate for 2022)
Structure Number: 15599, Location: 1 3 MI E CO RT 51 (Lat: 32.408478, Lng: -87.641286), Route carried "on" structure: County highway 12, Year Built: 1992, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 400 (year 1992), Truck Traffic: 10%, Average Future Daily Traffic: 400 (year 2041), Design Load: HS 20, Features Intersected: LITTLE DRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.299, 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: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 65.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.58m (5.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $383,000, Roadway Improvement Cost: $38,000, Total Project Cost: $421,000 ( Estimate for 2022)
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Structure Number: 15605, Location: 1.4MI E CO RT 51 (Lat: 32.408478, Lng: -87.638967), Route carried "on" structure: County highway 12, Year Built: 1992, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 400 (year 1992), Truck Traffic: 10%, Average Future Daily Traffic: 400 (year 2041), Design Load: HS 20, Features Intersected: LITTLE DRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.399, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Very good, Culverts: Good, 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.02m (6.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $861,000, Roadway Improvement Cost: $86,000, Total Project Cost: $947,000 ( Estimate for 2022)
Structure Number: 15605, Location: 1.4MI E CO RT 51 (Lat: 32.408478, Lng: -87.638967), Route carried "on" structure: County highway 12, Year Built: 1992, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 400 (year 1992), Truck Traffic: 10%, Average Future Daily Traffic: 400 (year 2041), Design Load: HS 20, Features Intersected: LITTLE DRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.399, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Very good, Culverts: Good, 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.02m (6.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $861,000, Roadway Improvement Cost: $86,000, Total Project Cost: $947,000 ( Estimate for 2022)
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Structure Number: 15609, Location: 06.5 MI E US 43 (Lat: 32.350353, Lng: -87.681636), Route carried "on" structure: County highway 44, Year Built: 1992, Status: Open, Structure Length: 1.24m (4.07ft), Average Daily Traffic: 280 (year 1991), Truck Traffic: 5%, Average Future Daily Traffic: 410 (year 2041), Design Load: HS 20, Features Intersected: BRANCH LITTLE DRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.499, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.1m (13.5ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 69.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.92m (6.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $475,000, Roadway Improvement Cost: $48,000, Total Project Cost: $523,000 ( Estimate for 2022)
Structure Number: 15609, Location: 06.5 MI E US 43 (Lat: 32.350353, Lng: -87.681636), Route carried "on" structure: County highway 44, Year Built: 1992, Status: Open, Structure Length: 1.24m (4.07ft), Average Daily Traffic: 280 (year 1991), Truck Traffic: 5%, Average Future Daily Traffic: 410 (year 2041), Design Load: HS 20, Features Intersected: BRANCH LITTLE DRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.499, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.1m (13.5ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 69.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.92m (6.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $475,000, Roadway Improvement Cost: $48,000, Total Project Cost: $523,000 ( Estimate for 2022)
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Structure Number: 18749, Location: 0.8 MILES W OF DAYTON (Lat: 32.354242, Lng: -87.655200), Route carried "on" structure: County highway 115, Year Built: 2003, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 460 (year 2002), Truck Traffic: 5%, Average Future Daily Traffic: 680 (year 2042), Design Load: HS 20, Features Intersected: LITTLE DRY CREEK, Facility Carried by Structure: COUNTY ROAD 44
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), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.83m (12.57ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $710,000, Roadway Improvement Cost: $71,000, Total Project Cost: $781,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 18749, Location: 0.8 MILES W OF DAYTON (Lat: 32.354242, Lng: -87.655200), Route carried "on" structure: County highway 115, Year Built: 2003, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 460 (year 2002), Truck Traffic: 5%, Average Future Daily Traffic: 680 (year 2042), Design Load: HS 20, Features Intersected: LITTLE DRY CREEK, Facility Carried by Structure: COUNTY ROAD 44
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), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.83m (12.57ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $710,000, Roadway Improvement Cost: $71,000, Total Project Cost: $781,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 1875, Location: 1.0 MILES WEST OF DAYTON (Lat: 32.355294, Lng: -87.658206), Route carried "on" structure: County highway 114, Year Built: 2003, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 460 (year 2002), Average Future Daily Traffic: 680 (year 2042), Design Load: HS 20, Features Intersected: TRIB OF LITTLE DRY DREEK, Facility Carried by Structure: COUNTY ROAD 44
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $733,000, Roadway Improvement Cost: $73,000, Total Project Cost: $806,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 1875, Location: 1.0 MILES WEST OF DAYTON (Lat: 32.355294, Lng: -87.658206), Route carried "on" structure: County highway 114, Year Built: 2003, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 460 (year 2002), Average Future Daily Traffic: 680 (year 2042), Design Load: HS 20, Features Intersected: TRIB OF LITTLE DRY DREEK, Facility Carried by Structure: COUNTY ROAD 44
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $733,000, Roadway Improvement Cost: $73,000, Total Project Cost: $806,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels