Bridge Statistics for Cottonton-Seale, Alabama (AL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 14Number of bridges
- 148ft / 45.3mTotal length
- $18,503,000Total costs
- 52,778Total average daily traffic
- 7,694Total average daily truck traffic
- 80,770Total future (year 2028) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Cottonton-Seale
- No street view available for this location
- New bridges - historical statistics
- 11910-1919
- 21920-1929
- 51950-1959
- 11960-1969
- 11970-1979
- 41980-1989
- Bridge Condition - Deck
- 66.7%Satisfactory
- 33.3%Fair
- Bridge Condition - Superstructure
- 66.7%Good
- 33.3%Satisfactory
- Bridge Condition - Substructure
- 66.7%Good
- 33.3%Satisfactory
- Bridge Condition - Channel
- 35.7%Good
- 42.9%Satisfactory
- 21.4%Fair
- Bridge Condition - Culverts
- 18.2%Good
- 72.7%Satisfactory
- 9.1%Fair
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Structure Number: 117, Location: 6.0 MI East I-20/59 (Lat: 32.875286, Lng: -87.869097), Route carried "on" structure: US 11, Year Built: 1918, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 2,088 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 5,896 (year 2039), Design Load: H 15, Features Intersected: Trib. to Minters Creek, Facility Carried by Structure: AL-7
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 76.103, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.55m (5.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $287,000, Roadway Improvement Cost: $29,000, Total Project Cost: $316,000 ( Estimate for 2022)
Structure Number: 117, Location: 6.0 MI East I-20/59 (Lat: 32.875286, Lng: -87.869097), Route carried "on" structure: US 11, Year Built: 1918, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 2,088 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 5,896 (year 2039), Design Load: H 15, Features Intersected: Trib. to Minters Creek, Facility Carried by Structure: AL-7
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 76.103, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.55m (5.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $287,000, Roadway Improvement Cost: $29,000, Total Project Cost: $316,000 ( Estimate for 2022)
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Structure Number: 354, Location: 1.9 MI E OF HATCHECHUBBEE (Lat: 32.277972, Lng: -85.254556), Route carried "on" structure: State highway 26, Year Built: 1926, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 1,670 (year 2013), Truck Traffic: 14%, Average Future Daily Traffic: 2,038 (year 2033), Design Load: H 15, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.807, Lanes on structure: 2, Base Highway Network: Yes, Owner: State 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: Satisfactory, Operating Rating: 75.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.26m (4.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $320,000, Roadway Improvement Cost: $32,000, Total Project Cost: $352,000 ( Estimate for 2022)
Structure Number: 354, Location: 1.9 MI E OF HATCHECHUBBEE (Lat: 32.277972, Lng: -85.254556), Route carried "on" structure: State highway 26, Year Built: 1926, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 1,670 (year 2013), Truck Traffic: 14%, Average Future Daily Traffic: 2,038 (year 2033), Design Load: H 15, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.807, Lanes on structure: 2, Base Highway Network: Yes, Owner: State 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: Satisfactory, Operating Rating: 75.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.26m (4.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $320,000, Roadway Improvement Cost: $32,000, Total Project Cost: $352,000 ( Estimate for 2022)
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Structure Number: 355, Location: 0.1 MI W JCT US 431 (Lat: 32.298372, Lng: -85.170975), Route carried "on" structure: County highway 18, Year Built: 1926, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 2,370 (year 2003), Truck Traffic: 13%, Average Future Daily Traffic: 3,700 (year 2034), Design Load: H 15, Features Intersected: SILVER RUN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 51.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.68m (5.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $272,000, Roadway Improvement Cost: $27,000, Total Project Cost: $299,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 355, Location: 0.1 MI W JCT US 431 (Lat: 32.298372, Lng: -85.170975), Route carried "on" structure: County highway 18, Year Built: 1926, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 2,370 (year 2003), Truck Traffic: 13%, Average Future Daily Traffic: 3,700 (year 2034), Design Load: H 15, Features Intersected: SILVER RUN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 51.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.68m (5.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $272,000, Roadway Improvement Cost: $27,000, Total Project Cost: $299,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4451, Location: 7.8 MI N COTTONTON (Lat: 32.240000, Lng: -85.003333), Route carried "on" structure: State highway 165, Year Built: 1952, Status: Open, Structure Length: 0.95m (3.12ft), Average Daily Traffic: 3,240 (year 2013), Truck Traffic: 16%, Average Future Daily Traffic: 3,953 (year 2033), Design Load: H 15, Features Intersected: DRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.948, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 40.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.63m (5.35ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $254,000, Roadway Improvement Cost: $25,000, Total Project Cost: $279,000 ( Estimate for 2022)
Structure Number: 4451, Location: 7.8 MI N COTTONTON (Lat: 32.240000, Lng: -85.003333), Route carried "on" structure: State highway 165, Year Built: 1952, Status: Open, Structure Length: 0.95m (3.12ft), Average Daily Traffic: 3,240 (year 2013), Truck Traffic: 16%, Average Future Daily Traffic: 3,953 (year 2033), Design Load: H 15, Features Intersected: DRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.948, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 40.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.63m (5.35ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $254,000, Roadway Improvement Cost: $25,000, Total Project Cost: $279,000 ( Estimate for 2022)
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Structure Number: 4452, Location: 7.5 MI S PHENIX CITY (Lat: 32.305000, Lng: -85.010333), Route carried "on" structure: State highway 165, Year Built: 1952, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 8,510 (year 2013), Truck Traffic: 14%, Average Future Daily Traffic: 10,384 (year 2033), Design Load: H 15, Features Intersected: SWEETWATER BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.436, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 54.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.25m (4.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $275,000, Roadway Improvement Cost: $28,000, Total Project Cost: $303,000 ( Estimate for 2022)
Structure Number: 4452, Location: 7.5 MI S PHENIX CITY (Lat: 32.305000, Lng: -85.010333), Route carried "on" structure: State highway 165, Year Built: 1952, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 8,510 (year 2013), Truck Traffic: 14%, Average Future Daily Traffic: 10,384 (year 2033), Design Load: H 15, Features Intersected: SWEETWATER BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.436, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 54.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.25m (4.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $275,000, Roadway Improvement Cost: $28,000, Total Project Cost: $303,000 ( Estimate for 2022)
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Structure Number: 7493, Location: SR 165 * HATCHECHUBBEE CK (Lat: 32.139750, Lng: -85.066000), Route carried "on" structure: State highway 165, Year Built: 1961, Status: Open, Structure Length: 11.25m (36.91ft), Average Daily Traffic: 2,080 (year 2013), Truck Traffic: 19%, Average Future Daily Traffic: 2,538 (year 2033), Design Load: HS 20, Features Intersected: HATCHECHUBBEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.770, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 23.2m (76.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 36.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 12.13m (39.80ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: August 2020, Underwater Inspection Date: September 2020, Bridge Improvement Cost: $2,495,000, Roadway Improvement Cost: $250,000, Total Project Cost: $2,745,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 7493, Location: SR 165 * HATCHECHUBBEE CK (Lat: 32.139750, Lng: -85.066000), Route carried "on" structure: State highway 165, Year Built: 1961, Status: Open, Structure Length: 11.25m (36.91ft), Average Daily Traffic: 2,080 (year 2013), Truck Traffic: 19%, Average Future Daily Traffic: 2,538 (year 2033), Design Load: HS 20, Features Intersected: HATCHECHUBBEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.770, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 23.2m (76.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 36.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 12.13m (39.80ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: August 2020, Underwater Inspection Date: September 2020, Bridge Improvement Cost: $2,495,000, Roadway Improvement Cost: $250,000, Total Project Cost: $2,745,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 117, Location: 4.5 MI N JCT US 431 (Lat: 32.377706, Lng: -85.180939), Route carried "on" structure: State highway 169, Year Built: 1976, Status: Open, Structure Length: 19.60m (64.30ft), Average Daily Traffic: 2,090 (year 2013), Truck Traffic: 17%, Average Future Daily Traffic: 2,798 (year 2033), Design Load: HS 20, Features Intersected: UCHEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.117, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 13, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 53.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 20.16m (66.14ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $6,498,000, Roadway Improvement Cost: $650,000, Total Project Cost: $7,148,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 117, Location: 4.5 MI N JCT US 431 (Lat: 32.377706, Lng: -85.180939), Route carried "on" structure: State highway 169, Year Built: 1976, Status: Open, Structure Length: 19.60m (64.30ft), Average Daily Traffic: 2,090 (year 2013), Truck Traffic: 17%, Average Future Daily Traffic: 2,798 (year 2033), Design Load: HS 20, Features Intersected: UCHEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.117, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 13, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 53.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 20.16m (66.14ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $6,498,000, Roadway Improvement Cost: $650,000, Total Project Cost: $7,148,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1356, Location: 3.8 MI N OF PITTSVIEW (Lat: 32.243250, Lng: -85.166222), Route carried "on" structure: US 431, Year Built: 1985, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 8,100 (year 2009), Truck Traffic: 14%, Average Future Daily Traffic: 16,120 (year 2034), Design Load: HS 20, Features Intersected: WATERMELON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 149.671, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: Satisfactory, Operating Rating: 66.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 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: 2.20m (7.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $2,063,000, Roadway Improvement Cost: $206,000, Total Project Cost: $2,269,000 ( Estimate for 2022)
Structure Number: 1356, Location: 3.8 MI N OF PITTSVIEW (Lat: 32.243250, Lng: -85.166222), Route carried "on" structure: US 431, Year Built: 1985, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 8,100 (year 2009), Truck Traffic: 14%, Average Future Daily Traffic: 16,120 (year 2034), Design Load: HS 20, Features Intersected: WATERMELON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 149.671, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: Satisfactory, Operating Rating: 66.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 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: 2.20m (7.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $2,063,000, Roadway Improvement Cost: $206,000, Total Project Cost: $2,269,000 ( Estimate for 2022)
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Structure Number: 13561, Location: 0.3 MI S JCT SR 26 (Lat: 32.292283, Lng: -85.169233), Route carried "on" structure: County highway 137, Year Built: 1985, Status: Open, Structure Length: 1.18m (3.87ft), Average Daily Traffic: 7,450 (year 2003), Truck Traffic: 14%, Average Future Daily Traffic: 14,820 (year 2028), Design Load: HS 20, Features Intersected: SILVER RUN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 59.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.8 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.85m (6.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $448,000, Roadway Improvement Cost: $45,000, Total Project Cost: $493,000 ( Estimate for 2022)
Structure Number: 13561, Location: 0.3 MI S JCT SR 26 (Lat: 32.292283, Lng: -85.169233), Route carried "on" structure: County highway 137, Year Built: 1985, Status: Open, Structure Length: 1.18m (3.87ft), Average Daily Traffic: 7,450 (year 2003), Truck Traffic: 14%, Average Future Daily Traffic: 14,820 (year 2028), Design Load: HS 20, Features Intersected: SILVER RUN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 59.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.8 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.85m (6.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $448,000, Roadway Improvement Cost: $45,000, Total Project Cost: $493,000 ( Estimate for 2022)
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Structure Number: 13937, Location: 2.3 MI WEST OF SEALE (Lat: 32.288167, Lng: -85.215778), Route carried "on" structure: State highway 26, Year Built: 1986, Status: Open, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 1,670 (year 2013), Truck Traffic: 14%, Average Future Daily Traffic: 2,038 (year 2033), Design Load: HS 20, Features Intersected: WEOLUSTEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.471, Lanes on structure: 2, Base Highway Network: Yes, Owner: State 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: Satisfactory, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.81m (5.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $836,000, Roadway Improvement Cost: $84,000, Total Project Cost: $920,000 ( Estimate for 2022)
Structure Number: 13937, Location: 2.3 MI WEST OF SEALE (Lat: 32.288167, Lng: -85.215778), Route carried "on" structure: State highway 26, Year Built: 1986, Status: Open, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 1,670 (year 2013), Truck Traffic: 14%, Average Future Daily Traffic: 2,038 (year 2033), Design Load: HS 20, Features Intersected: WEOLUSTEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.471, Lanes on structure: 2, Base Highway Network: Yes, Owner: State 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: Satisfactory, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.81m (5.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $836,000, Roadway Improvement Cost: $84,000, Total Project Cost: $920,000 ( Estimate for 2022)
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Structure Number: 13938, Location: 1 MI WEST OF SEALE (Lat: 32.297072, Lng: -85.196797), Route carried "on" structure: State highway 26, Year Built: 1986, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 2,080 (year 2013), Truck Traffic: 13%, Average Future Daily Traffic: 2,538 (year 2033), Design Load: HS 20, Features Intersected: WATERMELON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.560, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, 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: Equal to present minimum criteria, 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: Febuary 2022, Bridge Improvement Cost: $1,474,000, Roadway Improvement Cost: $147,000, Total Project Cost: $1,621,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 13938, Location: 1 MI WEST OF SEALE (Lat: 32.297072, Lng: -85.196797), Route carried "on" structure: State highway 26, Year Built: 1986, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 2,080 (year 2013), Truck Traffic: 13%, Average Future Daily Traffic: 2,538 (year 2033), Design Load: HS 20, Features Intersected: WATERMELON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.560, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, 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: Equal to present minimum criteria, 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: Febuary 2022, Bridge Improvement Cost: $1,474,000, Roadway Improvement Cost: $147,000, Total Project Cost: $1,621,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 14711, Location: 0.6 MI NORTH COTTONTON (Lat: 32.154556, Lng: -85.058472), Route carried "on" structure: State highway 165, Year Built: 1955, Status: Open, Structure Length: 0.71m (2.33ft), Average Daily Traffic: 3,810 (year 2013), Truck Traffic: 16%, Average Future Daily Traffic: 4,649 (year 2033), Design Load: H 15, Features Intersected: ROCKY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.502, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 48.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.36m (4.46ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $704,000, Roadway Improvement Cost: $70,000, Total Project Cost: $774,000 ( Estimate for 2022)
Structure Number: 14711, Location: 0.6 MI NORTH COTTONTON (Lat: 32.154556, Lng: -85.058472), Route carried "on" structure: State highway 165, Year Built: 1955, Status: Open, Structure Length: 0.71m (2.33ft), Average Daily Traffic: 3,810 (year 2013), Truck Traffic: 16%, Average Future Daily Traffic: 4,649 (year 2033), Design Load: H 15, Features Intersected: ROCKY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.502, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 48.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.36m (4.46ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $704,000, Roadway Improvement Cost: $70,000, Total Project Cost: $774,000 ( Estimate for 2022)
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Structure Number: 14712, Location: 4.4 MI NORTH COTTONTON (Lat: 32.201750, Lng: -85.029917), Route carried "on" structure: State highway 165, Year Built: 1955, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 3,810 (year 2013), Truck Traffic: 16%, Average Future Daily Traffic: 4,649 (year 2033), Design Load: HS 20, Features Intersected: BLUFF CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.733, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 43.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $526,000, Roadway Improvement Cost: $53,000, Total Project Cost: $579,000 ( Estimate for 2022)
Structure Number: 14712, Location: 4.4 MI NORTH COTTONTON (Lat: 32.201750, Lng: -85.029917), Route carried "on" structure: State highway 165, Year Built: 1955, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 3,810 (year 2013), Truck Traffic: 16%, Average Future Daily Traffic: 4,649 (year 2033), Design Load: HS 20, Features Intersected: BLUFF CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.733, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 43.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $526,000, Roadway Improvement Cost: $53,000, Total Project Cost: $579,000 ( Estimate for 2022)
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Structure Number: 14713, Location: 5.7 MI NORTH COTTONTON (Lat: 32.213194, Lng: -85.012333), Route carried "on" structure: State highway 165, Year Built: 1955, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 3,810 (year 2013), Truck Traffic: 16%, Average Future Daily Traffic: 4,649 (year 2033), Design Load: HS 20, Features Intersected: SNAKE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.760, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.1m (13.5ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 55.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $368,000, Roadway Improvement Cost: $37,000, Total Project Cost: $405,000 ( Estimate for 2022)
Structure Number: 14713, Location: 5.7 MI NORTH COTTONTON (Lat: 32.213194, Lng: -85.012333), Route carried "on" structure: State highway 165, Year Built: 1955, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 3,810 (year 2013), Truck Traffic: 16%, Average Future Daily Traffic: 4,649 (year 2033), Design Load: HS 20, Features Intersected: SNAKE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.760, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.1m (13.5ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 55.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $368,000, Roadway Improvement Cost: $37,000, Total Project Cost: $405,000 ( Estimate for 2022)