Bridge Statistics for Franklin, Alabama (AL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 10Number of bridges
- 125ft / 38.2mTotal length
- $12,818,000Total costs
- 137,961Total average daily traffic
- 31,923Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Franklin
- No street view available for this location
- New bridges - historical statistics
- 81960-1969
- 22010-2019
- Bridge Condition - Deck
- 20.0%Very good
- 60.0%Satisfactory
- 20.0%Fair
- Bridge Condition - Superstructure
- 20.0%Very good
- 80.0%Satisfactory
- Bridge Condition - Substructure
- 20.0%Very good
- 20.0%Good
- 60.0%Satisfactory
- Bridge Condition - Channel
- 33.3%Very good
- 16.7%Good
- 50.0%Satisfactory
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Structure Number: 7729, Location: 3.0MI.W.OFI-85 (Lat: 32.481633, Lng: -85.798397), Route carried "on" structure: State highway 49, Year Built: 1962, Status: Open, Structure Length: 9.20m (30.18ft), Average Daily Traffic: 1,450 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 1,776 (year 2033), Design Load: H 15, Features Intersected: UPHAPEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.013, 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: 1, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 37.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 10.16m (33.33ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: November 2020, Underwater Inspection Date: January 2022, Bridge Improvement Cost: $1,603,000, Roadway Improvement Cost: $160,000, Total Project Cost: $1,763,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 7729, Location: 3.0MI.W.OFI-85 (Lat: 32.481633, Lng: -85.798397), Route carried "on" structure: State highway 49, Year Built: 1962, Status: Open, Structure Length: 9.20m (30.18ft), Average Daily Traffic: 1,450 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 1,776 (year 2033), Design Load: H 15, Features Intersected: UPHAPEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.013, 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: 1, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 37.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 10.16m (33.33ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: November 2020, Underwater Inspection Date: January 2022, Bridge Improvement Cost: $1,603,000, Roadway Improvement Cost: $160,000, Total Project Cost: $1,763,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 773, Location: 3.3MI.NI-85 (Lat: 32.485114, Lng: -85.797497), Route carried "on" structure: State highway 49, Year Built: 1962, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 1,450 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 1,776 (year 2033), Design Load: H 15, Features Intersected: UPHAPEE CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.432, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 39.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.12m (16.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $807,000, Roadway Improvement Cost: $81,000, Total Project Cost: $888,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 773, Location: 3.3MI.NI-85 (Lat: 32.485114, Lng: -85.797497), Route carried "on" structure: State highway 49, Year Built: 1962, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 1,450 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 1,776 (year 2033), Design Load: H 15, Features Intersected: UPHAPEE CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.432, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 39.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.12m (16.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $807,000, Roadway Improvement Cost: $81,000, Total Project Cost: $888,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 7862, Location: 1.08 MI. N AL.49 (Lat: 32.446667, Lng: -85.773333), Route carried "on" structure: Interstate 85, Year Built: 1963, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 31,250 (year 2013), Truck Traffic: 26%, Average Future Daily Traffic: 41,186 (year 2033), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 53.726, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 26.8m (87.9ft), Skew: 14 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.1m (6.9ft)
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: Better than present minimum criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $2,342,000, Roadway Improvement Cost: $234,000, Total Project Cost: $2,576,000 ( Estimate for 2022)
Structure Number: 7862, Location: 1.08 MI. N AL.49 (Lat: 32.446667, Lng: -85.773333), Route carried "on" structure: Interstate 85, Year Built: 1963, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 31,250 (year 2013), Truck Traffic: 26%, Average Future Daily Traffic: 41,186 (year 2033), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 53.726, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 26.8m (87.9ft), Skew: 14 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.1m (6.9ft)
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: Better than present minimum criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $2,342,000, Roadway Improvement Cost: $234,000, Total Project Cost: $2,576,000 ( Estimate for 2022)
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Structure Number: 7863, Location: 1.28 MI. N. AL.49 (Lat: 32.447819, Lng: -85.763614), Route carried "on" structure: Interstate 85, Year Built: 1963, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 31,250 (year 2013), Truck Traffic: 26%, Average Future Daily Traffic: 41,186 (year 2033), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 54.000, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 26.8m (87.9ft), Skew: 14 degrees, Material/Design: Concrete continuous, 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: 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: 1.44m (4.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $1,667,000, Roadway Improvement Cost: $167,000, Total Project Cost: $1,834,000 ( Estimate for 2022)
Structure Number: 7863, Location: 1.28 MI. N. AL.49 (Lat: 32.447819, Lng: -85.763614), Route carried "on" structure: Interstate 85, Year Built: 1963, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 31,250 (year 2013), Truck Traffic: 26%, Average Future Daily Traffic: 41,186 (year 2033), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 54.000, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 26.8m (87.9ft), Skew: 14 degrees, Material/Design: Concrete continuous, 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: 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: 1.44m (4.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $1,667,000, Roadway Improvement Cost: $167,000, Total Project Cost: $1,834,000 ( Estimate for 2022)
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Structure Number: 8004, Location: I-85 AL.49 INT. (Lat: 32.444658, Lng: -85.794736), Route carried "on" structure: State highway 49, Year Built: 1964, Status: Open, Structure Length: 9.45m (31.00ft), Average Daily Traffic: 1,540 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 1,887 (year 2033), Design Load: HS 20, Features Intersected: I-85
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.138, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 59.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 10.40m (34.12ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $2,140,000, Roadway Improvement Cost: $214,000, Total Project Cost: $2,354,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 8004, Location: I-85 AL.49 INT. (Lat: 32.444658, Lng: -85.794736), Route carried "on" structure: State highway 49, Year Built: 1964, Status: Open, Structure Length: 9.45m (31.00ft), Average Daily Traffic: 1,540 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 1,887 (year 2033), Design Load: HS 20, Features Intersected: I-85
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.138, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 59.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 10.40m (34.12ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $2,140,000, Roadway Improvement Cost: $214,000, Total Project Cost: $2,354,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 8205, Location: 8.3 MI.N. SHORTER EXIT (Lat: 32.444269, Lng: -85.817497), Route carried "on" structure: County highway 9, Year Built: 1964, Status: Open, Structure Length: 9.60m (31.50ft), Average Daily Traffic: 1,002 (year 2003), Truck Traffic: 4%, Average Future Daily Traffic: 1,637 (year 2028), Design Load: HS 20, Features Intersected: I-85
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 49.941, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 42.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 10.55m (34.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $1,880,000, Roadway Improvement Cost: $188,000, Total Project Cost: $2,068,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 8205, Location: 8.3 MI.N. SHORTER EXIT (Lat: 32.444269, Lng: -85.817497), Route carried "on" structure: County highway 9, Year Built: 1964, Status: Open, Structure Length: 9.60m (31.50ft), Average Daily Traffic: 1,002 (year 2003), Truck Traffic: 4%, Average Future Daily Traffic: 1,637 (year 2028), Design Load: HS 20, Features Intersected: I-85
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 49.941, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 42.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 10.55m (34.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $1,880,000, Roadway Improvement Cost: $188,000, Total Project Cost: $2,068,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 20277, Location: 1.3 MI. E. OF JCT ALA 49 (Lat: 32.454281, Lng: -85.776622), Route carried "on" structure: County highway 48, Year Built: 2011, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 209 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 311 (year 2035), Design Load: HS 20, Features Intersected: COOPER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.6m (18.4ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.7m (110.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 86.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.3 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.41m (14.47ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $907,000, Roadway Improvement Cost: $91,000, Total Project Cost: $998,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 20277, Location: 1.3 MI. E. OF JCT ALA 49 (Lat: 32.454281, Lng: -85.776622), Route carried "on" structure: County highway 48, Year Built: 2011, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 209 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 311 (year 2035), Design Load: HS 20, Features Intersected: COOPER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.6m (18.4ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.7m (110.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 86.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.3 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.41m (14.47ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $907,000, Roadway Improvement Cost: $91,000, Total Project Cost: $998,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 20826, Location: 2.5 mi. w. of I-85 (Lat: 32.477000, Lng: -85.804889), Route carried "on" structure: State highway 49, Year Built: 2019, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 1,450 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 1,776 (year 2033), Design Load: HS 20, Features Intersected: Trib. of Uphapee Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.184, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.6m (28.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.0 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 minimum criteria, Length Of Structure Improvement: 1.47m (4.82ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $306,000, Roadway Improvement Cost: $31,000, Total Project Cost: $337,000 ( Estimate for 2022)
Structure Number: 20826, Location: 2.5 mi. w. of I-85 (Lat: 32.477000, Lng: -85.804889), Route carried "on" structure: State highway 49, Year Built: 2019, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 1,450 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 1,776 (year 2033), Design Load: HS 20, Features Intersected: Trib. of Uphapee Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.184, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.6m (28.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.0 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 minimum criteria, Length Of Structure Improvement: 1.47m (4.82ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $306,000, Roadway Improvement Cost: $31,000, Total Project Cost: $337,000 ( Estimate for 2022)
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Structure Number: 8004, Location: I-85 AL.49 INT. (Lat: 32.444658, Lng: -85.794736), Route carried "under" structure: Interstate 85, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 34,180 (year 2013), Truck Traffic: 22%, Features Intersected: I-85, Facility Carried by Structure: AL 49
Minimum Vertical Clearance: 6.49m (21.29ft), Kilometerpoint: 52.094, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 25.9m (85.0ft)
Structure Number: 8004, Location: I-85 AL.49 INT. (Lat: 32.444658, Lng: -85.794736), Route carried "under" structure: Interstate 85, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 34,180 (year 2013), Truck Traffic: 22%, Features Intersected: I-85, Facility Carried by Structure: AL 49
Minimum Vertical Clearance: 6.49m (21.29ft), Kilometerpoint: 52.094, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 25.9m (85.0ft)
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Structure Number: 8205, Location: 8.3 MI.N. SHORTER EXIT (Lat: 32.444269, Lng: -85.817497), Route carried "under" structure: Interstate 85, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 34,180 (year 2013), Truck Traffic: 22%, Features Intersected: I-85, Facility Carried by Structure: CO RD 9
Minimum Vertical Clearance: 5.32m (17.45ft), Kilometerpoint: 49.941, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 20.7m (67.9ft)
Structure Number: 8205, Location: 8.3 MI.N. SHORTER EXIT (Lat: 32.444269, Lng: -85.817497), Route carried "under" structure: Interstate 85, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 34,180 (year 2013), Truck Traffic: 22%, Features Intersected: I-85, Facility Carried by Structure: CO RD 9
Minimum Vertical Clearance: 5.32m (17.45ft), Kilometerpoint: 49.941, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 20.7m (67.9ft)