Bridge Statistics for Ider, Alabama (AL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 16Number of bridges
- 89ft / 26.7mTotal length
- $9,806,000Total costs
- 22,309Total average daily traffic
- 1,624Total average daily truck traffic
- 31,484Total future (year 2039) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Ider
- No street view available for this location
- New bridges - historical statistics
- 21940-1949
- 61950-1959
- 21960-1969
- 11970-1979
- 21980-1989
- 21990-1999
- 12000-2009
- Bridge Condition - Deck
- 33.3%Very good
- 33.3%Good
- 22.2%Satisfactory
- 11.1%Poor
- Bridge Condition - Superstructure
- 22.2%Very good
- 33.3%Good
- 33.3%Satisfactory
- 11.1%Poor
- Bridge Condition - Substructure
- 11.1%Very good
- 44.4%Good
- 33.3%Satisfactory
- 11.1%Fair
- Bridge Condition - Channel
- 6.3%Very good
- 43.8%Good
- 37.5%Satisfactory
- 12.5%Fair
- Bridge Condition - Culverts
- 28.6%Good
- 71.4%Satisfactory
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Structure Number: 2715, Location: 1 MI N JCT SR 117 * SR 71 (Lat: 34.780000, Lng: -85.688333), Route carried "on" structure: State highway 71, Year Built: 1942, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 3,357 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 4,700 (year 2039), Design Load: H 15, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.609, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to 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: 1.89m (6.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $519,000, Roadway Improvement Cost: $52,000, Total Project Cost: $571,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2715, Location: 1 MI N JCT SR 117 * SR 71 (Lat: 34.780000, Lng: -85.688333), Route carried "on" structure: State highway 71, Year Built: 1942, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 3,357 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 4,700 (year 2039), Design Load: H 15, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.609, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to 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: 1.89m (6.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $519,000, Roadway Improvement Cost: $52,000, Total Project Cost: $571,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3307, Location: 2 MI S JCT SR 117 *71 (Lat: 34.741667, Lng: -85.728333), Route carried "on" structure: State highway 71, Year Built: 1948, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 1,897 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 2,656 (year 2039), Design Load: H 15, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.399, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 58.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.0 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: 1.81m (5.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $438,000, Roadway Improvement Cost: $44,000, Total Project Cost: $482,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3307, Location: 2 MI S JCT SR 117 *71 (Lat: 34.741667, Lng: -85.728333), Route carried "on" structure: State highway 71, Year Built: 1948, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 1,897 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 2,656 (year 2039), Design Load: H 15, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.399, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 58.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.0 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: 1.81m (5.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $438,000, Roadway Improvement Cost: $44,000, Total Project Cost: $482,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4442, Location: 4.4 MI NW JCT I59 * SR117 (Lat: 34.648800, Lng: -85.647900), Route carried "on" structure: State highway 117, Year Built: 1952, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 2,168 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 3,035 (year 2039), Design Load: H 15, Features Intersected: TOWN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.308, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 39.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.58m (15.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $848,000, Roadway Improvement Cost: $85,000, Total Project Cost: $933,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 4442, Location: 4.4 MI NW JCT I59 * SR117 (Lat: 34.648800, Lng: -85.647900), Route carried "on" structure: State highway 117, Year Built: 1952, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 2,168 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 3,035 (year 2039), Design Load: H 15, Features Intersected: TOWN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.308, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 39.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.58m (15.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $848,000, Roadway Improvement Cost: $85,000, Total Project Cost: $933,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 4443, Location: 2 MI SE JCT SR 75 (Lat: 34.670000, Lng: -85.656667), Route carried "on" structure: State highway 117, Year Built: 1952, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 2,071 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 2,899 (year 2039), Design Load: H 15, Features Intersected: CROW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.522, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.26m (4.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $408,000, Roadway Improvement Cost: $41,000, Total Project Cost: $449,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4443, Location: 2 MI SE JCT SR 75 (Lat: 34.670000, Lng: -85.656667), Route carried "on" structure: State highway 117, Year Built: 1952, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 2,071 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 2,899 (year 2039), Design Load: H 15, Features Intersected: CROW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.522, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.26m (4.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $408,000, Roadway Improvement Cost: $41,000, Total Project Cost: $449,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 531, Location: 2 MI NW JCT SR75 * SR117 (Lat: 34.726078, Lng: -85.685553), Route carried "on" structure: State highway 117, Year Built: 1955, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 3,572 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 5,001 (year 2039), Design Load: H 15, Features Intersected: SNAKE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.251, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 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 desirable criteria, Length Of Structure Improvement: 2.04m (6.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $448,000, Roadway Improvement Cost: $45,000, Total Project Cost: $493,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 531, Location: 2 MI NW JCT SR75 * SR117 (Lat: 34.726078, Lng: -85.685553), Route carried "on" structure: State highway 117, Year Built: 1955, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 3,572 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 5,001 (year 2039), Design Load: H 15, Features Intersected: SNAKE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.251, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 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 desirable criteria, Length Of Structure Improvement: 2.04m (6.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $448,000, Roadway Improvement Cost: $45,000, Total Project Cost: $493,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6374, Location: 0.1 MI NW JCT SR71 *SR117 (Lat: 34.769656, Lng: -85.705619), Route carried "on" structure: State highway 117, Year Built: 1958, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 2,303 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 3,225 (year 2039), Design Load: H 20, Features Intersected: FLAT ROCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.700, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 10.4m (34.1ft), 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: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 45.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.12m (16.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $1,158,000, Roadway Improvement Cost: $116,000, Total Project Cost: $1,274,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 6374, Location: 0.1 MI NW JCT SR71 *SR117 (Lat: 34.769656, Lng: -85.705619), Route carried "on" structure: State highway 117, Year Built: 1958, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 2,303 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 3,225 (year 2039), Design Load: H 20, Features Intersected: FLAT ROCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.700, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 10.4m (34.1ft), 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: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 45.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.12m (16.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $1,158,000, Roadway Improvement Cost: $116,000, Total Project Cost: $1,274,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 6375, Location: 0.3 MI NW JCT SR71 *SR117 (Lat: 34.771639, Lng: -85.707731), Route carried "on" structure: State highway 117, Year Built: 1958, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 2,303 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 3,225 (year 2039), Design Load: HS 20, Features Intersected: FLAT ROCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.990, 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: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.84m (6.04ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $615,000, Roadway Improvement Cost: $62,000, Total Project Cost: $677,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6375, Location: 0.3 MI NW JCT SR71 *SR117 (Lat: 34.771639, Lng: -85.707731), Route carried "on" structure: State highway 117, Year Built: 1958, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 2,303 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 3,225 (year 2039), Design Load: HS 20, Features Intersected: FLAT ROCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.990, 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: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.84m (6.04ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $615,000, Roadway Improvement Cost: $62,000, Total Project Cost: $677,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7149, Location: 1 MI NE AL 117 T3SR9E (Lat: 34.729444, Lng: -85.670683), Route carried "on" structure: County highway 141, Year Built: 1957, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 1,530 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 2,274 (year 2040), Design Load: H 15, Features Intersected: BOYDSTON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.11m (6.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $731,000, Roadway Improvement Cost: $73,000, Total Project Cost: $804,000 ( Estimate for 2022)
Structure Number: 7149, Location: 1 MI NE AL 117 T3SR9E (Lat: 34.729444, Lng: -85.670683), Route carried "on" structure: County highway 141, Year Built: 1957, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 1,530 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 2,274 (year 2040), Design Load: H 15, Features Intersected: BOYDSTON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.11m (6.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $731,000, Roadway Improvement Cost: $73,000, Total Project Cost: $804,000 ( Estimate for 2022)
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Structure Number: 8067, Location: 1.8 MI E JCT SR 75 (Lat: 34.696897, Lng: -85.617808), Route carried "on" structure: County highway 140, Year Built: 1963, Status: Open, Structure Length: 0.96m (3.15ft), Average Daily Traffic: 686 (year 2022), Truck Traffic: 6%, Average Future Daily Traffic: 1,019 (year 2042), Design Load: H 15, Features Intersected: TOWN 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: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.63m (5.35ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $488,000, Roadway Improvement Cost: $49,000, Total Project Cost: $537,000 ( Estimate for 2022)
Structure Number: 8067, Location: 1.8 MI E JCT SR 75 (Lat: 34.696897, Lng: -85.617808), Route carried "on" structure: County highway 140, Year Built: 1963, Status: Open, Structure Length: 0.96m (3.15ft), Average Daily Traffic: 686 (year 2022), Truck Traffic: 6%, Average Future Daily Traffic: 1,019 (year 2042), Design Load: H 15, Features Intersected: TOWN 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: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.63m (5.35ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $488,000, Roadway Improvement Cost: $49,000, Total Project Cost: $537,000 ( Estimate for 2022)
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Structure Number: 8877, Location: 1 MI E JACKSON CO T3SR9E (Lat: 34.744478, Lng: -85.673797), Route carried "on" structure: County highway 144, Year Built: 1965, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 112 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 166 (year 2040), Design Load: H 10, Features Intersected: FLAT ROCK CREEK, Facility Carried by Structure: CO RT 159
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), 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: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 40.4 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, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.30m (7.55ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $394,000, Roadway Improvement Cost: $39,000, Total Project Cost: $433,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 8877, Location: 1 MI E JACKSON CO T3SR9E (Lat: 34.744478, Lng: -85.673797), Route carried "on" structure: County highway 144, Year Built: 1965, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 112 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 166 (year 2040), Design Load: H 10, Features Intersected: FLAT ROCK CREEK, Facility Carried by Structure: CO RT 159
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), 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: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 40.4 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, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.30m (7.55ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $394,000, Roadway Improvement Cost: $39,000, Total Project Cost: $433,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 14271, Location: .25 MI W AL 117 T4SR9E (Lat: 34.664325, Lng: -85.656042), Route carried "on" structure: County highway 132, Year Built: 1987, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 119 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 177 (year 2042), Design Load: HS 20, Features Intersected: CROW CREEK, Facility Carried by Structure: CO. RD. 727
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.25m (4.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $454,000, Roadway Improvement Cost: $45,000, Total Project Cost: $499,000 ( Estimate for 2022)
Structure Number: 14271, Location: .25 MI W AL 117 T4SR9E (Lat: 34.664325, Lng: -85.656042), Route carried "on" structure: County highway 132, Year Built: 1987, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 119 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 177 (year 2042), Design Load: HS 20, Features Intersected: CROW CREEK, Facility Carried by Structure: CO. RD. 727
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.25m (4.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $454,000, Roadway Improvement Cost: $45,000, Total Project Cost: $499,000 ( Estimate for 2022)
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Structure Number: 14278, Location: NEAR JACKSON CO LINT3SR9E (Lat: 34.766478, Lng: -85.647917), Route carried "on" structure: County highway 144, Year Built: 1987, Status: Posted for load, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 84 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 125 (year 2041), Design Load: H 10, Features Intersected: FALL CREEK, Facility Carried by Structure: CO. RD. 159
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: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Good, Operating Rating: 13.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 8.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: June 2021, Other Special Inspection Date: June 2021, Bridge Improvement Cost: $250,000, Roadway Improvement Cost: $25,000, Total Project Cost: $275,000 ( Estimate for 2022), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 14278, Location: NEAR JACKSON CO LINT3SR9E (Lat: 34.766478, Lng: -85.647917), Route carried "on" structure: County highway 144, Year Built: 1987, Status: Posted for load, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 84 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 125 (year 2041), Design Load: H 10, Features Intersected: FALL CREEK, Facility Carried by Structure: CO. RD. 159
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: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Good, Operating Rating: 13.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 8.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: June 2021, Other Special Inspection Date: June 2021, Bridge Improvement Cost: $250,000, Roadway Improvement Cost: $25,000, Total Project Cost: $275,000 ( Estimate for 2022), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 16399, Location: T-4-S R-9-E (Lat: 34.689886, Lng: -85.706672), Route carried "on" structure: County highway 135, Year Built: 1995, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 102 (year 2020), Average Future Daily Traffic: 152 (year 2040), Design Load: HS 20, Features Intersected: HARRIS CREEK, Facility Carried by Structure: CO RD 764
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.018, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.4m (14.4ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 67.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.41m (4.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $136,000, Roadway Improvement Cost: $14,000, Total Project Cost: $150,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 16399, Location: T-4-S R-9-E (Lat: 34.689886, Lng: -85.706672), Route carried "on" structure: County highway 135, Year Built: 1995, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 102 (year 2020), Average Future Daily Traffic: 152 (year 2040), Design Load: HS 20, Features Intersected: HARRIS CREEK, Facility Carried by Structure: CO RD 764
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.018, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.4m (14.4ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 67.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.41m (4.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $136,000, Roadway Improvement Cost: $14,000, Total Project Cost: $150,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 164, Location: .25 MI E CO RT 142 T3SR10 (Lat: 34.738856, Lng: -85.630969), Route carried "on" structure: County highway 161, Year Built: 1995, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 112 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 166 (year 2042), Design Load: HS 20, Features Intersected: BOYDSTON CREEK, Facility Carried by Structure: CO RD 782
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.018, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.4m (14.4ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 68.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.20m (7.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $212,000, Roadway Improvement Cost: $21,000, Total Project Cost: $233,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 164, Location: .25 MI E CO RT 142 T3SR10 (Lat: 34.738856, Lng: -85.630969), Route carried "on" structure: County highway 161, Year Built: 1995, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 112 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 166 (year 2042), Design Load: HS 20, Features Intersected: BOYDSTON CREEK, Facility Carried by Structure: CO RD 782
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.018, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.4m (14.4ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 68.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.20m (7.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $212,000, Roadway Improvement Cost: $21,000, Total Project Cost: $233,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1809, Location: 0.1MINJCT.SR117*SR71 (Lat: 34.767861, Lng: -85.703111), Route carried "on" structure: State highway 71, Year Built: 2003, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 1,828 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 2,559 (year 2040), Design Load: HS 20, Features Intersected: FLAT ROCK CREEK
Minimum Vertical Clearance: 12.19m (39.99ft), Kilometerpoint: 34.440, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 73.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.08m (16.67ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Underwater Inspection Date: May 2020, Bridge Improvement Cost: $1,463,000, Roadway Improvement Cost: $146,000, Total Project Cost: $1,609,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Membrane: Built-up, Deck Protection: Galvanized Reinforcing
Structure Number: 1809, Location: 0.1MINJCT.SR117*SR71 (Lat: 34.767861, Lng: -85.703111), Route carried "on" structure: State highway 71, Year Built: 2003, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 1,828 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 2,559 (year 2040), Design Load: HS 20, Features Intersected: FLAT ROCK CREEK
Minimum Vertical Clearance: 12.19m (39.99ft), Kilometerpoint: 34.440, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 73.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.08m (16.67ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Underwater Inspection Date: May 2020, Bridge Improvement Cost: $1,463,000, Roadway Improvement Cost: $146,000, Total Project Cost: $1,609,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Membrane: Built-up, Deck Protection: Galvanized Reinforcing
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Structure Number: 21589, Location: 1.2 MI SE JCT CR 326 (Lat: 34.759292, Lng: -85.674269), Route carried "on" structure: County highway 118, Year Built: 1973, Year Reconstructed: 2020, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 65 (year 2020), Average Future Daily Traffic: 105 (year 2040), Design Load: HS 20, Features Intersected: BURKHALTER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 55.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.14m (7.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $352,000, Roadway Improvement Cost: $35,000, Total Project Cost: $387,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 21589, Location: 1.2 MI SE JCT CR 326 (Lat: 34.759292, Lng: -85.674269), Route carried "on" structure: County highway 118, Year Built: 1973, Year Reconstructed: 2020, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 65 (year 2020), Average Future Daily Traffic: 105 (year 2040), Design Load: HS 20, Features Intersected: BURKHALTER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 55.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.14m (7.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $352,000, Roadway Improvement Cost: $35,000, Total Project Cost: $387,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Other