Bridge Statistics for Ariton, Alabama (AL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 22Number of bridges
- 285ft / 87.1mTotal length
- $30,056,000Total costs
- 60,379Total average daily traffic
- 13,098Total average daily truck traffic
- 78,827Total future (year 2033) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Ariton
- No street view available for this location
- New bridges - historical statistics
- 11900-1909
- 11940-1949
- 51950-1959
- 41960-1969
- 41970-1979
- 41980-1989
- 21990-1999
- 12000-2009
- Reconstructed bridges - Historical Statistics
- 31970-1979
- 11980-1989
- Bridge Condition - Deck
- 7.7%Excellent
- 7.7%Very good
- 46.2%Good
- 30.8%Satisfactory
- 7.7%Fair
- Bridge Condition - Superstructure
- 7.7%Excellent
- 7.7%Very good
- 61.5%Good
- 23.1%Satisfactory
- Bridge Condition - Substructure
- 7.7%Excellent
- 53.8%Good
- 38.5%Satisfactory
- Bridge Condition - Channel
- 15.0%Very good
- 40.0%Good
- 40.0%Satisfactory
- 5.0%Fair
- Bridge Condition - Culverts
- 11.1%Very good
- 55.6%Good
- 33.3%Satisfactory
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Structure Number: 2607, Location: 2 MI. N. OF ARITON (Lat: 31.597583, Lng: -85.747317), Route carried "on" structure: State highway 123, Year Built: 1941, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 1,010 (year 2013), Truck Traffic: 22%, Average Future Daily Traffic: 1,443 (year 2033), Design Load: H 15, Features Intersected: C.S.X.T. RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 70.525, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 46.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.65m (15.26ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $860,000, Roadway Improvement Cost: $86,000, Total Project Cost: $946,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 2607, Location: 2 MI. N. OF ARITON (Lat: 31.597583, Lng: -85.747317), Route carried "on" structure: State highway 123, Year Built: 1941, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 1,010 (year 2013), Truck Traffic: 22%, Average Future Daily Traffic: 1,443 (year 2033), Design Load: H 15, Features Intersected: C.S.X.T. RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 70.525, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 46.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.65m (15.26ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $860,000, Roadway Improvement Cost: $86,000, Total Project Cost: $946,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 4646, Location: SEC 28,T8N,R23E (Lat: 31.632539, Lng: -85.747969), Route carried "on" structure: County highway 73, Year Built: 1953, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 300 (year 1997), Truck Traffic: 8%, Average Future Daily Traffic: 300 (year 2035), Design Load: H 10, Features Intersected: BAREFOOT CREEK, Facility Carried by Structure: COUNTY ROAD 4430
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: 2.4m (7.9ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 57.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.41m (4.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $195,000, Roadway Improvement Cost: $20,000, Total Project Cost: $215,000 ( Estimate for 2022)
Structure Number: 4646, Location: SEC 28,T8N,R23E (Lat: 31.632539, Lng: -85.747969), Route carried "on" structure: County highway 73, Year Built: 1953, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 300 (year 1997), Truck Traffic: 8%, Average Future Daily Traffic: 300 (year 2035), Design Load: H 10, Features Intersected: BAREFOOT CREEK, Facility Carried by Structure: COUNTY ROAD 4430
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: 2.4m (7.9ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 57.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.41m (4.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $195,000, Roadway Improvement Cost: $20,000, Total Project Cost: $215,000 ( Estimate for 2022)
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Structure Number: 5448, Location: SEC-3 T-7-N R-23-E (Lat: 31.615461, Lng: -85.725233), Route carried "on" structure: County highway 3, Year Built: 1956, Status: Open, Structure Length: 0.93m (3.05ft), Average Daily Traffic: 723 (year 2004), Truck Traffic: 7%, Average Future Daily Traffic: 1,074 (year 2034), Design Load: H 15, Features Intersected: CREEK
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: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 43.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.9 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: 1.59m (5.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $368,000, Roadway Improvement Cost: $37,000, Total Project Cost: $405,000 ( Estimate for 2022)
Structure Number: 5448, Location: SEC-3 T-7-N R-23-E (Lat: 31.615461, Lng: -85.725233), Route carried "on" structure: County highway 3, Year Built: 1956, Status: Open, Structure Length: 0.93m (3.05ft), Average Daily Traffic: 723 (year 2004), Truck Traffic: 7%, Average Future Daily Traffic: 1,074 (year 2034), Design Load: H 15, Features Intersected: CREEK
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: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 43.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.9 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: 1.59m (5.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $368,000, Roadway Improvement Cost: $37,000, Total Project Cost: $405,000 ( Estimate for 2022)
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Structure Number: 7468, Location: SEC-7 T-7-N R-24-E (Lat: 31.593511, Lng: -85.674575), Route carried "on" structure: County highway 95, Year Built: 1961, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 203 (year 2003), Truck Traffic: 4%, Average Future Daily Traffic: 302 (year 2034), Design Load: H 15, Features Intersected: BLACKS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 67.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $300,000, Roadway Improvement Cost: $30,000, Total Project Cost: $330,000 ( Estimate for 2022)
Structure Number: 7468, Location: SEC-7 T-7-N R-24-E (Lat: 31.593511, Lng: -85.674575), Route carried "on" structure: County highway 95, Year Built: 1961, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 203 (year 2003), Truck Traffic: 4%, Average Future Daily Traffic: 302 (year 2034), Design Load: H 15, Features Intersected: BLACKS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 67.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $300,000, Roadway Improvement Cost: $30,000, Total Project Cost: $330,000 ( Estimate for 2022)
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Structure Number: 8395, Location: SEC 32,T8N,R23E (Lat: 31.621561, Lng: -85.769042), Route carried "on" structure: County highway 73, Year Built: 1964, Status: Posted for load, Structure Length: 6.25m (20.51ft), Average Daily Traffic: 300 (year 2001), Truck Traffic: 8%, Average Future Daily Traffic: 325 (year 2034), Design Load: H 10, Features Intersected: BOWDEN MILL CREEK, Facility Carried by Structure: COUNTY ROAD 4430
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: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 23.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 7.29m (23.92ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2021, Other Special Inspection Date: October 2021, Bridge Improvement Cost: $1,150,000, Roadway Improvement Cost: $115,000, Total Project Cost: $1,265,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 8395, Location: SEC 32,T8N,R23E (Lat: 31.621561, Lng: -85.769042), Route carried "on" structure: County highway 73, Year Built: 1964, Status: Posted for load, Structure Length: 6.25m (20.51ft), Average Daily Traffic: 300 (year 2001), Truck Traffic: 8%, Average Future Daily Traffic: 325 (year 2034), Design Load: H 10, Features Intersected: BOWDEN MILL CREEK, Facility Carried by Structure: COUNTY ROAD 4430
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: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 23.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 7.29m (23.92ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2021, Other Special Inspection Date: October 2021, Bridge Improvement Cost: $1,150,000, Roadway Improvement Cost: $115,000, Total Project Cost: $1,265,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 8836, Location: 1 MI W OF CR-3 AT PIKE CO (Lat: 31.623778, Lng: -85.736972), Route carried "on" structure: County highway 77, Year Built: 1965, Status: Posted for load, Structure Length: 11.34m (37.20ft), Average Daily Traffic: 240 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 281 (year 2038), Design Load: H 15, Features Intersected: PEA RIVER, Facility Carried by Structure: JACK JONES RD
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: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 5, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 33.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 12.22m (40.09ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2021, Other Special Inspection Date: October 2021, Bridge Improvement Cost: $2,429,000, Roadway Improvement Cost: $243,000, Total Project Cost: $2,672,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 8836, Location: 1 MI W OF CR-3 AT PIKE CO (Lat: 31.623778, Lng: -85.736972), Route carried "on" structure: County highway 77, Year Built: 1965, Status: Posted for load, Structure Length: 11.34m (37.20ft), Average Daily Traffic: 240 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 281 (year 2038), Design Load: H 15, Features Intersected: PEA RIVER, Facility Carried by Structure: JACK JONES RD
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: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 5, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 33.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 12.22m (40.09ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2021, Other Special Inspection Date: October 2021, Bridge Improvement Cost: $2,429,000, Roadway Improvement Cost: $243,000, Total Project Cost: $2,672,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 9146, Location: SEC 34, T8N, R23E (Lat: 31.627919, Lng: -85.738528), Route carried "on" structure: County highway 77, Year Built: 1966, Status: Posted for load, Structure Length: 10.58m (34.71ft), Average Daily Traffic: 400 (year 2001), Truck Traffic: 10%, Average Future Daily Traffic: 400 (year 2035), Design Load: H 10, Features Intersected: PEA RIVER RELIEF, Facility Carried by Structure: COUNTY ROAD 4442
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: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 23, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 19.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 13.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 11.49m (37.70ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: January 2022, Other Special Inspection Date: January 2022, Bridge Improvement Cost: $1,811,000, Roadway Improvement Cost: $181,000, Total Project Cost: $1,992,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 9146, Location: SEC 34, T8N, R23E (Lat: 31.627919, Lng: -85.738528), Route carried "on" structure: County highway 77, Year Built: 1966, Status: Posted for load, Structure Length: 10.58m (34.71ft), Average Daily Traffic: 400 (year 2001), Truck Traffic: 10%, Average Future Daily Traffic: 400 (year 2035), Design Load: H 10, Features Intersected: PEA RIVER RELIEF, Facility Carried by Structure: COUNTY ROAD 4442
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: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 23, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 19.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 13.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 11.49m (37.70ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: January 2022, Other Special Inspection Date: January 2022, Bridge Improvement Cost: $1,811,000, Roadway Improvement Cost: $181,000, Total Project Cost: $1,992,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 10153, Location: 2 MI.N. DALE CO.#11 (Lat: 31.549831, Lng: -85.740497), Route carried "on" structure: US 231, Year Built: 1956, Year Reconstructed: 1970, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 12,430 (year 2013), Truck Traffic: 23%, Average Future Daily Traffic: 16,158 (year 2033), Design Load: HS 20, Features Intersected: CLAYBANK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 82.826, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 78.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.41m (4.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $1,110,000, Roadway Improvement Cost: $111,000, Total Project Cost: $1,221,000 ( Estimate for 2022)
Structure Number: 10153, Location: 2 MI.N. DALE CO.#11 (Lat: 31.549831, Lng: -85.740497), Route carried "on" structure: US 231, Year Built: 1956, Year Reconstructed: 1970, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 12,430 (year 2013), Truck Traffic: 23%, Average Future Daily Traffic: 16,158 (year 2033), Design Load: HS 20, Features Intersected: CLAYBANK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 82.826, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 78.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.41m (4.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $1,110,000, Roadway Improvement Cost: $111,000, Total Project Cost: $1,221,000 ( Estimate for 2022)
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Structure Number: 10154, Location: 2.9 MI.N.DALE CO.11 (Lat: 31.539458, Lng: -85.731994), Route carried "on" structure: US 231, Year Built: 1956, Year Reconstructed: 1970, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 12,430 (year 2013), Truck Traffic: 23%, Average Future Daily Traffic: 16,158 (year 2033), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 84.219, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.2m (17.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.6 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: 1.74m (5.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $1,847,000, Roadway Improvement Cost: $185,000, Total Project Cost: $2,032,000 ( Estimate for 2022)
Structure Number: 10154, Location: 2.9 MI.N.DALE CO.11 (Lat: 31.539458, Lng: -85.731994), Route carried "on" structure: US 231, Year Built: 1956, Year Reconstructed: 1970, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 12,430 (year 2013), Truck Traffic: 23%, Average Future Daily Traffic: 16,158 (year 2033), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 84.219, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.2m (17.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.6 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: 1.74m (5.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $1,847,000, Roadway Improvement Cost: $185,000, Total Project Cost: $2,032,000 ( Estimate for 2022)
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Structure Number: 10155, Location: 0.2 MI. S. SR 123 (Lat: 31.589550, Lng: -85.776950), Route carried "on" structure: US 231, Year Built: 1956, Year Reconstructed: 1970, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 14,800 (year 2013), Truck Traffic: 24%, Average Future Daily Traffic: 19,238 (year 2033), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 89.883, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.2m (13.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.47m (8.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $2,313,000, Roadway Improvement Cost: $231,000, Total Project Cost: $2,544,000 ( Estimate for 2022)
Structure Number: 10155, Location: 0.2 MI. S. SR 123 (Lat: 31.589550, Lng: -85.776950), Route carried "on" structure: US 231, Year Built: 1956, Year Reconstructed: 1970, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 14,800 (year 2013), Truck Traffic: 24%, Average Future Daily Traffic: 19,238 (year 2033), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 89.883, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.2m (13.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.47m (8.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $2,313,000, Roadway Improvement Cost: $231,000, Total Project Cost: $2,544,000 ( Estimate for 2022)
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Structure Number: 10259, Location: 2.5 MI E OF AL 51 (Lat: 31.618206, Lng: -85.646397), Route carried "on" structure: County highway 2, Year Built: 1970, Status: Open, Structure Length: 1.56m (5.12ft), Average Daily Traffic: 80 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 100 (year 2036), Design Load: HS 15, Features Intersected: BEAVER CREEK, Facility Carried by Structure: SUTT0N DAIRY 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: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.4 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: 2.24m (7.35ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $492,000, Roadway Improvement Cost: $49,000, Total Project Cost: $541,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10259, Location: 2.5 MI E OF AL 51 (Lat: 31.618206, Lng: -85.646397), Route carried "on" structure: County highway 2, Year Built: 1970, Status: Open, Structure Length: 1.56m (5.12ft), Average Daily Traffic: 80 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 100 (year 2036), Design Load: HS 15, Features Intersected: BEAVER CREEK, Facility Carried by Structure: SUTT0N DAIRY 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: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.4 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: 2.24m (7.35ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $492,000, Roadway Improvement Cost: $49,000, Total Project Cost: $541,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10354, Location: 0.2 MI. N. SR 123 (Lat: 31.592167, Lng: -85.779883), Route carried "on" structure: US 231, Year Built: 1970, Status: Open, Structure Length: 12.44m (40.81ft), Average Daily Traffic: 7,235 (year 2013), Truck Traffic: 22%, Average Future Daily Traffic: 9,404 (year 2033), Design Load: HS 20, Features Intersected: PEA RIVER RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 90.334, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 12, 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: 11.5m (37.7ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 47.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 13.28m (43.57ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $3,823,000, Roadway Improvement Cost: $382,000, Total Project Cost: $4,205,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 10354, Location: 0.2 MI. N. SR 123 (Lat: 31.592167, Lng: -85.779883), Route carried "on" structure: US 231, Year Built: 1970, Status: Open, Structure Length: 12.44m (40.81ft), Average Daily Traffic: 7,235 (year 2013), Truck Traffic: 22%, Average Future Daily Traffic: 9,404 (year 2033), Design Load: HS 20, Features Intersected: PEA RIVER RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 90.334, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 12, 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: 11.5m (37.7ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 47.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 13.28m (43.57ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $3,823,000, Roadway Improvement Cost: $382,000, Total Project Cost: $4,205,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 10355, Location: 0.5 MI. N. SR 123 (Lat: 31.594667, Lng: -85.782897), Route carried "on" structure: US 231, Year Built: 1970, Status: Open, Structure Length: 11.92m (39.11ft), Average Daily Traffic: 7,235 (year 2013), Truck Traffic: 22%, Average Future Daily Traffic: 9,404 (year 2033), Design Load: HS 20, Features Intersected: PEA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 90.736, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 4, Length of Maximum Span: 29.9m (98.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 12.77m (41.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $3,679,000, Roadway Improvement Cost: $368,000, Total Project Cost: $4,047,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 10355, Location: 0.5 MI. N. SR 123 (Lat: 31.594667, Lng: -85.782897), Route carried "on" structure: US 231, Year Built: 1970, Status: Open, Structure Length: 11.92m (39.11ft), Average Daily Traffic: 7,235 (year 2013), Truck Traffic: 22%, Average Future Daily Traffic: 9,404 (year 2033), Design Load: HS 20, Features Intersected: PEA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 90.736, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 4, Length of Maximum Span: 29.9m (98.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 12.77m (41.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $3,679,000, Roadway Improvement Cost: $368,000, Total Project Cost: $4,047,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 11828, Location: 0.5 MI.S. SR 123 (Lat: 31.595700, Lng: -85.720850), Route carried "on" structure: State highway 51, Year Built: 1976, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 2,030 (year 2013), Truck Traffic: 9%, Average Future Daily Traffic: 2,778 (year 2033), Design Load: HS 20, Features Intersected: CSX R.R.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.048, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 15.7m (51.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.8 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.24m (17.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $1,833,000, Roadway Improvement Cost: $183,000, Total Project Cost: $2,016,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 11828, Location: 0.5 MI.S. SR 123 (Lat: 31.595700, Lng: -85.720850), Route carried "on" structure: State highway 51, Year Built: 1976, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 2,030 (year 2013), Truck Traffic: 9%, Average Future Daily Traffic: 2,778 (year 2033), Design Load: HS 20, Features Intersected: CSX R.R.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.048, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 15.7m (51.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.8 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.24m (17.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $1,833,000, Roadway Improvement Cost: $183,000, Total Project Cost: $2,016,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 12726, Location: SEC-34 T-7-N R-23-E (Lat: 31.534756, Lng: -85.732725), Route carried "on" structure: County highway , Year Built: 1982, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 89 (year 2002), Average Future Daily Traffic: 132 (year 2034), Design Load: HS 15, Features Intersected: CLAYBANK CREEK, Facility Carried by Structure: COUNTY ROAD 2
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.84m (9.32ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2020, Other Special Inspection Date: March 2021, Bridge Improvement Cost: $486,000, Roadway Improvement Cost: $49,000, Total Project Cost: $535,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 12726, Location: SEC-34 T-7-N R-23-E (Lat: 31.534756, Lng: -85.732725), Route carried "on" structure: County highway , Year Built: 1982, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 89 (year 2002), Average Future Daily Traffic: 132 (year 2034), Design Load: HS 15, Features Intersected: CLAYBANK CREEK, Facility Carried by Structure: COUNTY ROAD 2
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.84m (9.32ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2020, Other Special Inspection Date: March 2021, Bridge Improvement Cost: $486,000, Roadway Improvement Cost: $49,000, Total Project Cost: $535,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 12814, Location: SEC-7 T-7-N R-24-E (Lat: 31.602258, Lng: -85.672933), Route carried "on" structure: County highway 72, Year Built: 1982, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 200 (year 2005), Truck Traffic: 9%, Average Future Daily Traffic: 297 (year 2034), Design Load: HS 20, Features Intersected: EAST FORK BLACKS CREEK
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 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: 2.84m (9.32ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $486,000, Roadway Improvement Cost: $49,000, Total Project Cost: $535,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 12814, Location: SEC-7 T-7-N R-24-E (Lat: 31.602258, Lng: -85.672933), Route carried "on" structure: County highway 72, Year Built: 1982, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 200 (year 2005), Truck Traffic: 9%, Average Future Daily Traffic: 297 (year 2034), Design Load: HS 20, Features Intersected: EAST FORK BLACKS CREEK
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 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: 2.84m (9.32ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $486,000, Roadway Improvement Cost: $49,000, Total Project Cost: $535,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 12815, Location: SEC-4 T-7-N R-24-E (Lat: 31.603061, Lng: -85.639700), Route carried "on" structure: County highway 72, Year Built: 1982, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 200 (year 2005), Truck Traffic: 7%, Average Future Daily Traffic: 297 (year 2034), Design Load: HS 20, Features Intersected: BEAVER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 51.5 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.12m (16.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $877,000, Roadway Improvement Cost: $88,000, Total Project Cost: $965,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 12815, Location: SEC-4 T-7-N R-24-E (Lat: 31.603061, Lng: -85.639700), Route carried "on" structure: County highway 72, Year Built: 1982, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 200 (year 2005), Truck Traffic: 7%, Average Future Daily Traffic: 297 (year 2034), Design Load: HS 20, Features Intersected: BEAVER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 51.5 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.12m (16.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $877,000, Roadway Improvement Cost: $88,000, Total Project Cost: $965,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 12996, Location: SEC-21 T-7-N R-24-E (Lat: 31.572422, Lng: -85.639883), Route carried "on" structure: County highway 19, Year Built: 1983, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 111 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 165 (year 2034), Design Load: HS 20, Features Intersected: BLACKS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.12m (16.80ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2021, Other Special Inspection Date: March 2021, Bridge Improvement Cost: $1,018,000, Roadway Improvement Cost: $102,000, Total Project Cost: $1,120,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 12996, Location: SEC-21 T-7-N R-24-E (Lat: 31.572422, Lng: -85.639883), Route carried "on" structure: County highway 19, Year Built: 1983, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 111 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 165 (year 2034), Design Load: HS 20, Features Intersected: BLACKS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.12m (16.80ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2021, Other Special Inspection Date: March 2021, Bridge Improvement Cost: $1,018,000, Roadway Improvement Cost: $102,000, Total Project Cost: $1,120,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 14672, Location: R-23E T7N SEC. 36 (Lat: 31.544619, Lng: -85.696814), Route carried "on" structure: County highway , Year Built: 1900, Year Reconstructed: 1989, Status: Open, Structure Length: 1.81m (5.94ft), Average Daily Traffic: 75 (year 2005), Average Future Daily Traffic: 111 (year 2034), Design Load: HS 20, Features Intersected: BEAR CREEK, Facility Carried by Structure: CO. RD 122 .
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, 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: 4, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 78.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.52m (8.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $785,000, Roadway Improvement Cost: $79,000, Total Project Cost: $864,000 ( Estimate for 2022)
Structure Number: 14672, Location: R-23E T7N SEC. 36 (Lat: 31.544619, Lng: -85.696814), Route carried "on" structure: County highway , Year Built: 1900, Year Reconstructed: 1989, Status: Open, Structure Length: 1.81m (5.94ft), Average Daily Traffic: 75 (year 2005), Average Future Daily Traffic: 111 (year 2034), Design Load: HS 20, Features Intersected: BEAR CREEK, Facility Carried by Structure: CO. RD 122 .
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, 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: 4, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 78.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.52m (8.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $785,000, Roadway Improvement Cost: $79,000, Total Project Cost: $864,000 ( Estimate for 2022)
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Structure Number: 15125, Location: 5.4 MI S OF AL 10 (Lat: 31.641136, Lng: -85.714456), Route carried "on" structure: County highway 3, Year Built: 1990, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 210 (year 2018), Truck Traffic: 16%, Average Future Daily Traffic: 230 (year 2038), Design Load: HS 20, Features Intersected: DANNER CREEK
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 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: Good, Channel: Satisfactory, Operating Rating: 87.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.84m (9.32ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $507,000, Roadway Improvement Cost: $51,000, Total Project Cost: $558,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 15125, Location: 5.4 MI S OF AL 10 (Lat: 31.641136, Lng: -85.714456), Route carried "on" structure: County highway 3, Year Built: 1990, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 210 (year 2018), Truck Traffic: 16%, Average Future Daily Traffic: 230 (year 2038), Design Load: HS 20, Features Intersected: DANNER CREEK
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 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: Good, Channel: Satisfactory, Operating Rating: 87.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.84m (9.32ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $507,000, Roadway Improvement Cost: $51,000, Total Project Cost: $558,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 16425, Location: SEC 16 T7N R24E (Lat: 31.578828, Lng: -85.649664), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 48 (year 1988), Average Future Daily Traffic: 180 (year 2034), Design Load: HS 20, Features Intersected: BLACKS CREEK, Facility Carried by Structure: DIRT RD. OFF 19
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.84m (9.32ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $584,000, Roadway Improvement Cost: $58,000, Total Project Cost: $642,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 16425, Location: SEC 16 T7N R24E (Lat: 31.578828, Lng: -85.649664), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 48 (year 1988), Average Future Daily Traffic: 180 (year 2034), Design Load: HS 20, Features Intersected: BLACKS CREEK, Facility Carried by Structure: DIRT RD. OFF 19
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.84m (9.32ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $584,000, Roadway Improvement Cost: $58,000, Total Project Cost: $642,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 19561, Location: 1.3 MI WEST AL 51 (Lat: 31.629025, Lng: -85.707581), Route carried "on" structure: County highway 1001, Year Built: 2005, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 30 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 50 (year 2037), Design Load: H 15, Features Intersected: DANNER CREEK, Facility Carried by Structure: SHANGHAI ROAD
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: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.7m (5.6ft)
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: Equal to present desirable criteria, Length Of Structure Improvement: 1.28m (4.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $369,000, Roadway Improvement Cost: $37,000, Total Project Cost: $406,000 ( Estimate for 2022)
Structure Number: 19561, Location: 1.3 MI WEST AL 51 (Lat: 31.629025, Lng: -85.707581), Route carried "on" structure: County highway 1001, Year Built: 2005, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 30 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 50 (year 2037), Design Load: H 15, Features Intersected: DANNER CREEK, Facility Carried by Structure: SHANGHAI ROAD
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: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.7m (5.6ft)
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: Equal to present desirable criteria, Length Of Structure Improvement: 1.28m (4.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $369,000, Roadway Improvement Cost: $37,000, Total Project Cost: $406,000 ( Estimate for 2022)