Bridge Statistics for Montgomery, Alabama (AL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 464Number of bridges
- 8,547ft / 2,605mTotal length
- $1,263,763,000Total costs
- 8,220,647Total average daily traffic
- 853,526Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Montgomery
- No street view available for this location
- New bridges - historical statistics
- 11910-1919
- 101920-1929
- 181930-1939
- 151940-1949
- 331950-1959
- 1331960-1969
- 1241970-1979
- 431980-1989
- 371990-1999
- 262000-2009
- 232010-2019
- 12020-2022
- Reconstructed bridges - Historical Statistics
- 11940-1949
- 41950-1959
- 31960-1969
- 31970-1979
- 141980-1989
- 101990-1999
- 22000-2009
- Bridge Condition - Deck
- 0.8%Excellent
- 4.7%Very good
- 23.5%Good
- 44.7%Satisfactory
- 24.7%Fair
- 1.6%Poor
- Bridge Condition - Superstructure
- 4.7%Excellent
- 36.5%Very good
- 43.9%Good
- 11.8%Satisfactory
- 2.4%Fair
- 0.8%Poor
- 0.4%Serious
- Bridge Condition - Substructure
- 5.5%Excellent
- 40.4%Very good
- 44.7%Good
- 7.8%Satisfactory
- 1.6%Fair
- 0.8%Poor
- 0.4%Serious
- Bridge Condition - Channel
- 0.8%Excellent
- 1.9%Very good
- 55.3%Good
- 37.4%Satisfactory
- 4.6%Fair
- Bridge Condition - Culverts
- 21.8%Excellent
- 58.0%Very good
- 18.5%Good
- 1.7%Satisfactory
- 18.5%Fair
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Structure Number: 8761, Location: 300 FT W OF EASTERN BLVD (Lat: 32.371131, Lng: -86.210589), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,800 (year 1992), Truck Traffic: 1%, Average Future Daily Traffic: 2,040 (year 2038), Design Load: H 15, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: SHIRLEY LN
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 0.100, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 47.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.68m (5.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $379,000, Roadway Improvement Cost: $38,000, Total Project Cost: $417,000 ( Estimate for 2022)
Structure Number: 8761, Location: 300 FT W OF EASTERN BLVD (Lat: 32.371131, Lng: -86.210589), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,800 (year 1992), Truck Traffic: 1%, Average Future Daily Traffic: 2,040 (year 2038), Design Load: H 15, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: SHIRLEY LN
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 0.100, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 47.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.68m (5.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $379,000, Roadway Improvement Cost: $38,000, Total Project Cost: $417,000 ( Estimate for 2022)
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Structure Number: 8766, Location: 200 FT W OF AVONDALE ST (Lat: 32.369125, Lng: -86.247861), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 600 (year 1992), Truck Traffic: 1%, Average Future Daily Traffic: 707 (year 2038), Design Load: H 15, Features Intersected: SHERWOOD DITCH, Facility Carried by Structure: DUQUESNE DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.100, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 40.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.17m (7.12ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $626,000, Roadway Improvement Cost: $63,000, Total Project Cost: $689,000 ( Estimate for 2022)
Structure Number: 8766, Location: 200 FT W OF AVONDALE ST (Lat: 32.369125, Lng: -86.247861), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 600 (year 1992), Truck Traffic: 1%, Average Future Daily Traffic: 707 (year 2038), Design Load: H 15, Features Intersected: SHERWOOD DITCH, Facility Carried by Structure: DUQUESNE DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.100, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 40.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.17m (7.12ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $626,000, Roadway Improvement Cost: $63,000, Total Project Cost: $689,000 ( Estimate for 2022)
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Structure Number: 8773, Location: 0.2 MI W OF PERRY HILL RD (Lat: 32.367072, Lng: -86.247725), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 3,500 (year 1992), Truck Traffic: 1%, Average Future Daily Traffic: 5,050 (year 2038), Design Load: H 15, Features Intersected: SHERWOOD DITCH, Facility Carried by Structure: HARRISON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.099, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Tee 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: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.3 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 minimum criteria, Length Of Structure Improvement: 2.14m (7.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $366,000, Roadway Improvement Cost: $37,000, Total Project Cost: $403,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 8773, Location: 0.2 MI W OF PERRY HILL RD (Lat: 32.367072, Lng: -86.247725), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 3,500 (year 1992), Truck Traffic: 1%, Average Future Daily Traffic: 5,050 (year 2038), Design Load: H 15, Features Intersected: SHERWOOD DITCH, Facility Carried by Structure: HARRISON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.099, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Tee 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: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.3 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 minimum criteria, Length Of Structure Improvement: 2.14m (7.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $366,000, Roadway Improvement Cost: $37,000, Total Project Cost: $403,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 8787, Location: 0.17 MI W THOMAS AVE (Lat: 32.341786, Lng: -86.289739), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 500 (year 1992), Truck Traffic: 1%, Average Future Daily Traffic: 555 (year 2038), Design Load: H 15, Features Intersected: AUDUBON DITCH, Facility Carried by Structure: AUGUSTA AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.499, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 49.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.58m (8.46ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $894,000, Roadway Improvement Cost: $89,000, Total Project Cost: $983,000 ( Estimate for 2022)
Structure Number: 8787, Location: 0.17 MI W THOMAS AVE (Lat: 32.341786, Lng: -86.289739), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 500 (year 1992), Truck Traffic: 1%, Average Future Daily Traffic: 555 (year 2038), Design Load: H 15, Features Intersected: AUDUBON DITCH, Facility Carried by Structure: AUGUSTA AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.499, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 49.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.58m (8.46ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $894,000, Roadway Improvement Cost: $89,000, Total Project Cost: $983,000 ( Estimate for 2022)
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Structure Number: 8792, Location: 200 FT W OF BOXWOOD DR (Lat: 32.341933, Lng: -86.270300), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 300 (year 1992), Truck Traffic: 1%, Average Future Daily Traffic: 353 (year 2040), Design Load: H 15, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: WILDWOOD DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 47.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.54m (8.33ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $852,000, Roadway Improvement Cost: $85,000, Total Project Cost: $937,000 ( Estimate for 2022)
Structure Number: 8792, Location: 200 FT W OF BOXWOOD DR (Lat: 32.341933, Lng: -86.270300), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 300 (year 1992), Truck Traffic: 1%, Average Future Daily Traffic: 353 (year 2040), Design Load: H 15, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: WILDWOOD DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 47.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.54m (8.33ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $852,000, Roadway Improvement Cost: $85,000, Total Project Cost: $937,000 ( Estimate for 2022)
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Structure Number: 8821, Location: 200 FT W OF SUNSHINE DR (Lat: 32.322850, Lng: -86.292222), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 800 (year 1990), Truck Traffic: 1%, Average Future Daily Traffic: 1,020 (year 2038), Design Load: H 15, Features Intersected: AUDUBON DITCH, Facility Carried by Structure: BUCKINGHAM DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 47.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.44m (4.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $350,000, Roadway Improvement Cost: $35,000, Total Project Cost: $385,000 ( Estimate for 2022)
Structure Number: 8821, Location: 200 FT W OF SUNSHINE DR (Lat: 32.322850, Lng: -86.292222), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 800 (year 1990), Truck Traffic: 1%, Average Future Daily Traffic: 1,020 (year 2038), Design Load: H 15, Features Intersected: AUDUBON DITCH, Facility Carried by Structure: BUCKINGHAM DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 47.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.44m (4.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $350,000, Roadway Improvement Cost: $35,000, Total Project Cost: $385,000 ( Estimate for 2022)
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Structure Number: 8867, Location: 0.5 MI E OF BELL RD (Lat: 32.338536, Lng: -86.187142), Route carried "on" structure: City street 110, Year Built: 1965, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 7,500 (year 1990), Truck Traffic: 6%, Average Future Daily Traffic: 21,620 (year 2038), Design Load: H 20, Features Intersected: STREAM, Facility Carried by Structure: VAUGHN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.799, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.44m (4.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $542,000, Roadway Improvement Cost: $54,000, Total Project Cost: $596,000 ( Estimate for 2022)
Structure Number: 8867, Location: 0.5 MI E OF BELL RD (Lat: 32.338536, Lng: -86.187142), Route carried "on" structure: City street 110, Year Built: 1965, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 7,500 (year 1990), Truck Traffic: 6%, Average Future Daily Traffic: 21,620 (year 2038), Design Load: H 20, Features Intersected: STREAM, Facility Carried by Structure: VAUGHN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.799, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.44m (4.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $542,000, Roadway Improvement Cost: $54,000, Total Project Cost: $596,000 ( Estimate for 2022)
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Structure Number: 9001, Location: 0.3 MI.N.OF US 31 (Lat: 32.270144, Lng: -86.352644), Route carried "on" structure: Interstate 65, Year Built: 1966, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 49,500 (year 2013), Truck Traffic: 21%, Average Future Daily Traffic: 62,713 (year 2033), Design Load: H 20, Features Intersected: CANEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 264.027, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 9, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 49.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.94m (16.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $4,966,000, Roadway Improvement Cost: $497,000, Total Project Cost: $5,463,000 ( Estimate for 2022)
Structure Number: 9001, Location: 0.3 MI.N.OF US 31 (Lat: 32.270144, Lng: -86.352644), Route carried "on" structure: Interstate 65, Year Built: 1966, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 49,500 (year 2013), Truck Traffic: 21%, Average Future Daily Traffic: 62,713 (year 2033), Design Load: H 20, Features Intersected: CANEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 264.027, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 9, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 49.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.94m (16.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $4,966,000, Roadway Improvement Cost: $497,000, Total Project Cost: $5,463,000 ( Estimate for 2022)
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Structure Number: 9003, Location: 1.0 MI N OF I65 (Lat: 32.366667, Lng: -86.306667), Route carried "on" structure: City street , Year Built: 1966, Status: Open, Structure Length: 6.98m (22.90ft), Average Daily Traffic: 3,747 (year 2003), Truck Traffic: 1%, Average Future Daily Traffic: 10,817 (year 2028), Design Load: HS 20, Features Intersected: I85, Facility Carried by Structure: LAWRENCE ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.093, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.2m (63.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.4m (57.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 41.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 8.01m (26.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $3,132,000, Roadway Improvement Cost: $313,000, Total Project Cost: $3,445,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 9003, Location: 1.0 MI N OF I65 (Lat: 32.366667, Lng: -86.306667), Route carried "on" structure: City street , Year Built: 1966, Status: Open, Structure Length: 6.98m (22.90ft), Average Daily Traffic: 3,747 (year 2003), Truck Traffic: 1%, Average Future Daily Traffic: 10,817 (year 2028), Design Load: HS 20, Features Intersected: I85, Facility Carried by Structure: LAWRENCE ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.093, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.2m (63.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.4m (57.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 41.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 8.01m (26.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $3,132,000, Roadway Improvement Cost: $313,000, Total Project Cost: $3,445,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 9004, Location: 4.15 MI N OF E BYPASS (Lat: 32.366825, Lng: -86.143867), Route carried "on" structure: Interstate 85, Year Built: 1966, Status: Open, Structure Length: 5.88m (19.29ft), Average Daily Traffic: 22,965 (year 2013), Truck Traffic: 19%, Average Future Daily Traffic: 30,267 (year 2033), Design Load: HS 20, Features Intersected: SCL RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.251, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 14 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 49.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.92m (22.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $2,135,000, Roadway Improvement Cost: $214,000, Total Project Cost: $2,349,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 9004, Location: 4.15 MI N OF E BYPASS (Lat: 32.366825, Lng: -86.143867), Route carried "on" structure: Interstate 85, Year Built: 1966, Status: Open, Structure Length: 5.88m (19.29ft), Average Daily Traffic: 22,965 (year 2013), Truck Traffic: 19%, Average Future Daily Traffic: 30,267 (year 2033), Design Load: HS 20, Features Intersected: SCL RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.251, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 14 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 49.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.92m (22.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $2,135,000, Roadway Improvement Cost: $214,000, Total Project Cost: $2,349,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 9005, Location: 4.15 MI N OF E BYPASS (Lat: 32.367019, Lng: -86.144242), Route carried "on" structure: Interstate 85, Year Built: 1966, Status: Open, Structure Length: 5.88m (19.29ft), Average Daily Traffic: 22,965 (year 2013), Truck Traffic: 19%, Average Future Daily Traffic: 30,267 (year 2033), Design Load: HS 20, Features Intersected: SCL RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.251, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 14 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 51.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.92m (22.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $1,992,000, Roadway Improvement Cost: $199,000, Total Project Cost: $2,191,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 9005, Location: 4.15 MI N OF E BYPASS (Lat: 32.367019, Lng: -86.144242), Route carried "on" structure: Interstate 85, Year Built: 1966, Status: Open, Structure Length: 5.88m (19.29ft), Average Daily Traffic: 22,965 (year 2013), Truck Traffic: 19%, Average Future Daily Traffic: 30,267 (year 2033), Design Load: HS 20, Features Intersected: SCL RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.251, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 14 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 51.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.92m (22.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $1,992,000, Roadway Improvement Cost: $199,000, Total Project Cost: $2,191,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 9006, Location: MITYLENE INTERCHANGE (Lat: 32.367783, Lng: -86.138650), Route carried "on" structure: Interstate 85, Year Built: 1966, Status: Open, Structure Length: 5.24m (17.19ft), Average Daily Traffic: 19,245 (year 2013), Truck Traffic: 20%, Average Future Daily Traffic: 25,364 (year 2033), Design Load: HS 20, Features Intersected: AL 8
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.733, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 11 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 38.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.26m (20.54ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $1,761,000, Roadway Improvement Cost: $176,000, Total Project Cost: $1,937,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 9006, Location: MITYLENE INTERCHANGE (Lat: 32.367783, Lng: -86.138650), Route carried "on" structure: Interstate 85, Year Built: 1966, Status: Open, Structure Length: 5.24m (17.19ft), Average Daily Traffic: 19,245 (year 2013), Truck Traffic: 20%, Average Future Daily Traffic: 25,364 (year 2033), Design Load: HS 20, Features Intersected: AL 8
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.733, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 11 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 38.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.26m (20.54ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $1,761,000, Roadway Improvement Cost: $176,000, Total Project Cost: $1,937,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 9007, Location: MITYLENE INTERCHANGE (Lat: 32.368333, Lng: -86.138333), Route carried "on" structure: Interstate 85, Year Built: 1966, Status: Open, Structure Length: 5.24m (17.19ft), Average Daily Traffic: 19,245 (year 2013), Truck Traffic: 20%, Average Future Daily Traffic: 25,364 (year 2033), Design Load: HS 20, Features Intersected: AL 8
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.733, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 11 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 38.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.26m (20.54ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $1,761,000, Roadway Improvement Cost: $176,000, Total Project Cost: $1,937,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 9007, Location: MITYLENE INTERCHANGE (Lat: 32.368333, Lng: -86.138333), Route carried "on" structure: Interstate 85, Year Built: 1966, Status: Open, Structure Length: 5.24m (17.19ft), Average Daily Traffic: 19,245 (year 2013), Truck Traffic: 20%, Average Future Daily Traffic: 25,364 (year 2033), Design Load: HS 20, Features Intersected: AL 8
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.733, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 11 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 38.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.26m (20.54ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $1,761,000, Roadway Improvement Cost: $176,000, Total Project Cost: $1,937,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 901, Location: 0.9 MI N OF MITYLENE EXIT (Lat: 32.366694, Lng: -86.116811), Route carried "on" structure: State highway 126, Year Built: 1966, Status: Open, Structure Length: 8.29m (27.20ft), Average Daily Traffic: 6,870 (year 2013), Truck Traffic: 9%, Average Future Daily Traffic: 8,202 (year 2033), Design Load: HS 20, Features Intersected: JENKINS CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.352, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.1 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: Better than present minimum criteria, Length Of Structure Improvement: 9.29m (30.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $2,102,000, Roadway Improvement Cost: $210,000, Total Project Cost: $2,312,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 901, Location: 0.9 MI N OF MITYLENE EXIT (Lat: 32.366694, Lng: -86.116811), Route carried "on" structure: State highway 126, Year Built: 1966, Status: Open, Structure Length: 8.29m (27.20ft), Average Daily Traffic: 6,870 (year 2013), Truck Traffic: 9%, Average Future Daily Traffic: 8,202 (year 2033), Design Load: HS 20, Features Intersected: JENKINS CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.352, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.1 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: Better than present minimum criteria, Length Of Structure Improvement: 9.29m (30.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $2,102,000, Roadway Improvement Cost: $210,000, Total Project Cost: $2,312,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 9074, Location: 150 FT E OF NOTTINGHAM RD (Lat: 32.379589, Lng: -86.251100), Route carried "on" structure: City street , Year Built: 1966, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 250 (year 1992), Truck Traffic: 1%, Average Future Daily Traffic: 356 (year 2038), Design Load: H 15, Features Intersected: SHERWOOD DITCH, Facility Carried by Structure: SHERWOOD DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.100, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 57.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.44m (4.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $383,000, Roadway Improvement Cost: $38,000, Total Project Cost: $421,000 ( Estimate for 2022)
Structure Number: 9074, Location: 150 FT E OF NOTTINGHAM RD (Lat: 32.379589, Lng: -86.251100), Route carried "on" structure: City street , Year Built: 1966, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 250 (year 1992), Truck Traffic: 1%, Average Future Daily Traffic: 356 (year 2038), Design Load: H 15, Features Intersected: SHERWOOD DITCH, Facility Carried by Structure: SHERWOOD DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.100, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 57.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.44m (4.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $383,000, Roadway Improvement Cost: $38,000, Total Project Cost: $421,000 ( Estimate for 2022)
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Structure Number: 9276, Location: I65 AND AL 6 INTERCHANGE (Lat: 32.326667, Lng: -86.335000), Route carried "on" structure: Interstate 65, Year Built: 1967, Status: Open, Structure Length: 6.79m (22.28ft), Average Daily Traffic: 32,555 (year 2013), Truck Traffic: 16%, Average Future Daily Traffic: 41,245 (year 2033), Design Load: HS 20, Features Intersected: US 82
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 270.688, Lanes on structure: 6, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 32.8m (107.6ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 32.4m (106.3ft), Out-to-Out Width: 33.8m (110.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 71.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 7.83m (25.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $5,902,000, Roadway Improvement Cost: $590,000, Total Project Cost: $6,492,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 9276, Location: I65 AND AL 6 INTERCHANGE (Lat: 32.326667, Lng: -86.335000), Route carried "on" structure: Interstate 65, Year Built: 1967, Status: Open, Structure Length: 6.79m (22.28ft), Average Daily Traffic: 32,555 (year 2013), Truck Traffic: 16%, Average Future Daily Traffic: 41,245 (year 2033), Design Load: HS 20, Features Intersected: US 82
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 270.688, Lanes on structure: 6, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 32.8m (107.6ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 32.4m (106.3ft), Out-to-Out Width: 33.8m (110.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 71.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 7.83m (25.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $5,902,000, Roadway Improvement Cost: $590,000, Total Project Cost: $6,492,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 9278, Location: 0.1 MI.N.OF S.BYPASS (Lat: 32.330000, Lng: -86.333333), Route carried "on" structure: Interstate 65, Year Built: 1967, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 67,450 (year 2013), Truck Traffic: 16%, Average Future Daily Traffic: 85,454 (year 2033), Design Load: HS 20, Features Intersected: CLOVERLAND DITCH
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 270.967, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 11 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Fair, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.71m (5.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $2,294,000, Roadway Improvement Cost: $229,000, Total Project Cost: $2,523,000 ( Estimate for 2022)
Structure Number: 9278, Location: 0.1 MI.N.OF S.BYPASS (Lat: 32.330000, Lng: -86.333333), Route carried "on" structure: Interstate 65, Year Built: 1967, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 67,450 (year 2013), Truck Traffic: 16%, Average Future Daily Traffic: 85,454 (year 2033), Design Load: HS 20, Features Intersected: CLOVERLAND DITCH
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 270.967, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 11 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Fair, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.71m (5.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $2,294,000, Roadway Improvement Cost: $229,000, Total Project Cost: $2,523,000 ( Estimate for 2022)
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Structure Number: 9279, Location: 1.1 MI.N.OF S.BYPASS (Lat: 32.342933, Lng: -86.326319), Route carried "on" structure: Interstate 65, Year Built: 1967, Status: Open, Structure Length: 4.98m (16.34ft), Average Daily Traffic: 33,725 (year 2013), Truck Traffic: 16%, Average Future Daily Traffic: 42,727 (year 2033), Design Load: HS 20, Features Intersected: SCL RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 272.578, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Skew: 14 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 16.1m (52.8ft), Out-to-Out Width: 33.8m (110.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 68.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.00m (19.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $4,526,000, Roadway Improvement Cost: $453,000, Total Project Cost: $4,979,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 9279, Location: 1.1 MI.N.OF S.BYPASS (Lat: 32.342933, Lng: -86.326319), Route carried "on" structure: Interstate 65, Year Built: 1967, Status: Open, Structure Length: 4.98m (16.34ft), Average Daily Traffic: 33,725 (year 2013), Truck Traffic: 16%, Average Future Daily Traffic: 42,727 (year 2033), Design Load: HS 20, Features Intersected: SCL RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 272.578, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Skew: 14 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 16.1m (52.8ft), Out-to-Out Width: 33.8m (110.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 68.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.00m (19.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $4,526,000, Roadway Improvement Cost: $453,000, Total Project Cost: $4,979,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 9281, Location: 1.2 MI.N.OF S.BYPASS (Lat: 32.344453, Lng: -86.325122), Route carried "on" structure: Interstate 65, Year Built: 1967, Status: Open, Structure Length: 6.20m (20.34ft), Average Daily Traffic: 33,725 (year 2013), Truck Traffic: 16%, Average Future Daily Traffic: 42,727 (year 2033), Design Load: HS 20, Features Intersected: EDGEMONT AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 272.787, Lanes on structure: 6, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 32.5m (106.6ft), Skew: 33 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 32.0m (105.0ft), Out-to-Out Width: 33.8m (110.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 65.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 7.24m (23.75ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $5,463,000, Roadway Improvement Cost: $546,000, Total Project Cost: $6,009,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 9281, Location: 1.2 MI.N.OF S.BYPASS (Lat: 32.344453, Lng: -86.325122), Route carried "on" structure: Interstate 65, Year Built: 1967, Status: Open, Structure Length: 6.20m (20.34ft), Average Daily Traffic: 33,725 (year 2013), Truck Traffic: 16%, Average Future Daily Traffic: 42,727 (year 2033), Design Load: HS 20, Features Intersected: EDGEMONT AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 272.787, Lanes on structure: 6, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 32.5m (106.6ft), Skew: 33 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 32.0m (105.0ft), Out-to-Out Width: 33.8m (110.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 65.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 7.24m (23.75ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $5,463,000, Roadway Improvement Cost: $546,000, Total Project Cost: $6,009,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 9283, Location: 0.1 MI.S.OF FAIRVIEW AVE. (Lat: 32.350000, Lng: -86.323333), Route carried "on" structure: Interstate 65, Year Built: 1967, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 74,830 (year 2013), Truck Traffic: 14%, Average Future Daily Traffic: 94,804 (year 2033), Design Load: HS 20, Features Intersected: GENETTA DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 273.569, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Skew: 13 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Fair, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.58m (8.46ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $7,763,000, Roadway Improvement Cost: $776,000, Total Project Cost: $8,539,000 ( Estimate for 2022)
Structure Number: 9283, Location: 0.1 MI.S.OF FAIRVIEW AVE. (Lat: 32.350000, Lng: -86.323333), Route carried "on" structure: Interstate 65, Year Built: 1967, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 74,830 (year 2013), Truck Traffic: 14%, Average Future Daily Traffic: 94,804 (year 2033), Design Load: HS 20, Features Intersected: GENETTA DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 273.569, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Skew: 13 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Fair, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.58m (8.46ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $7,763,000, Roadway Improvement Cost: $776,000, Total Project Cost: $8,539,000 ( Estimate for 2022)
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Structure Number: 9284, Location: I65 * FAIRVIEW AVE INTCHG (Lat: 32.331667, Lng: -86.333333), Route carried "on" structure: Interstate 65, Year Built: 1967, Year Reconstructed: 2009, Status: Open, Structure Length: 5.73m (18.80ft), Average Daily Traffic: 37,415 (year 2013), Truck Traffic: 14%, Average Future Daily Traffic: 47,402 (year 2033), Design Load: HS 20, Features Intersected: FAIRVIEW AVE.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 273.717, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.1m (52.8ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.7m (94.2ft), Curb-To-Curb Width: 16.2m (53.1ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 60.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 34.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.77m (22.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $2,552,000, Roadway Improvement Cost: $255,000, Total Project Cost: $2,807,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 9284, Location: I65 * FAIRVIEW AVE INTCHG (Lat: 32.331667, Lng: -86.333333), Route carried "on" structure: Interstate 65, Year Built: 1967, Year Reconstructed: 2009, Status: Open, Structure Length: 5.73m (18.80ft), Average Daily Traffic: 37,415 (year 2013), Truck Traffic: 14%, Average Future Daily Traffic: 47,402 (year 2033), Design Load: HS 20, Features Intersected: FAIRVIEW AVE.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 273.717, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.1m (52.8ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.7m (94.2ft), Curb-To-Curb Width: 16.2m (53.1ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 60.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 34.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.77m (22.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $2,552,000, Roadway Improvement Cost: $255,000, Total Project Cost: $2,807,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 9324, Location: 0.3 MI W OF EASTERN BLVD (Lat: 32.389897, Lng: -86.215514), Route carried "on" structure: City street , Year Built: 1967, Status: Posted for load, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 3,500 (year 1990), Truck Traffic: 1%, Average Future Daily Traffic: 4,080 (year 2038), Design Load: H 15, Features Intersected: HOLY WATER CREEK, Facility Carried by Structure: WARES FERRY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.300, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 39.3 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 replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 2.99m (9.81ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2020, Other Special Inspection Date: August 2021, Bridge Improvement Cost: $554,000, Roadway Improvement Cost: $55,000, Total Project Cost: $609,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 9324, Location: 0.3 MI W OF EASTERN BLVD (Lat: 32.389897, Lng: -86.215514), Route carried "on" structure: City street , Year Built: 1967, Status: Posted for load, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 3,500 (year 1990), Truck Traffic: 1%, Average Future Daily Traffic: 4,080 (year 2038), Design Load: H 15, Features Intersected: HOLY WATER CREEK, Facility Carried by Structure: WARES FERRY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.300, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 39.3 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 replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 2.99m (9.81ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2020, Other Special Inspection Date: August 2021, Bridge Improvement Cost: $554,000, Roadway Improvement Cost: $55,000, Total Project Cost: $609,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 9325, Location: 0.33 MI E OF EASTERN BLVD (Lat: 32.392692, Lng: -86.205797), Route carried "on" structure: City street , Year Built: 1967, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 6,000 (year 1991), Truck Traffic: 1%, Average Future Daily Traffic: 7,140 (year 2038), Design Load: H 15, Features Intersected: EASTDALE DITCH, Facility Carried by Structure: WARES FERRY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.898, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Channel: Good, 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, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.31m (10.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $2,294,000, Roadway Improvement Cost: $229,000, Total Project Cost: $2,523,000 ( Estimate for 2022)
Structure Number: 9325, Location: 0.33 MI E OF EASTERN BLVD (Lat: 32.392692, Lng: -86.205797), Route carried "on" structure: City street , Year Built: 1967, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 6,000 (year 1991), Truck Traffic: 1%, Average Future Daily Traffic: 7,140 (year 2038), Design Load: H 15, Features Intersected: EASTDALE DITCH, Facility Carried by Structure: WARES FERRY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.898, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Channel: Good, 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, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.31m (10.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $2,294,000, Roadway Improvement Cost: $229,000, Total Project Cost: $2,523,000 ( Estimate for 2022)
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Structure Number: 9329, Location: .8 MI N OF US 80 E (Lat: 32.372658, Lng: -86.101375), Route carried "on" structure: County highway 12, Year Built: 1967, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 2,000 (year 1993), Truck Traffic: 1%, Average Future Daily Traffic: 3,000 (year 2040), Design Load: H 10, Features Intersected: TEMPLE BRANCH, Facility Carried by Structure: WARES FERRY ROAD
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 70.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 47.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.44m (8.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $452,000, Roadway Improvement Cost: $45,000, Total Project Cost: $497,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Membrane: Other, Deck Protection: Other
Structure Number: 9329, Location: .8 MI N OF US 80 E (Lat: 32.372658, Lng: -86.101375), Route carried "on" structure: County highway 12, Year Built: 1967, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 2,000 (year 1993), Truck Traffic: 1%, Average Future Daily Traffic: 3,000 (year 2040), Design Load: H 10, Features Intersected: TEMPLE BRANCH, Facility Carried by Structure: WARES FERRY ROAD
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 70.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 47.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.44m (8.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $452,000, Roadway Improvement Cost: $45,000, Total Project Cost: $497,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Membrane: Other, Deck Protection: Other
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Structure Number: 9331, Location: 5.8 MI NW OF US 80E (Lat: 32.411667, Lng: -86.156258), Route carried "on" structure: County highway 12, Year Built: 1967, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 2,000 (year 1993), Truck Traffic: 1%, Average Future Daily Traffic: 5,000 (year 2040), Design Load: H 15, Features Intersected: DRAINAGE RELIEF, Facility Carried by Structure: WARES FERRY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 38.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.44m (8.01ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: August 2020, Underwater Inspection Date: May 2020, Bridge Improvement Cost: $452,000, Roadway Improvement Cost: $45,000, Total Project Cost: $497,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Membrane: Other, Deck Protection: Other
Structure Number: 9331, Location: 5.8 MI NW OF US 80E (Lat: 32.411667, Lng: -86.156258), Route carried "on" structure: County highway 12, Year Built: 1967, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 2,000 (year 1993), Truck Traffic: 1%, Average Future Daily Traffic: 5,000 (year 2040), Design Load: H 15, Features Intersected: DRAINAGE RELIEF, Facility Carried by Structure: WARES FERRY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 38.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.44m (8.01ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: August 2020, Underwater Inspection Date: May 2020, Bridge Improvement Cost: $452,000, Roadway Improvement Cost: $45,000, Total Project Cost: $497,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Membrane: Other, Deck Protection: Other
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Structure Number: 9332, Location: 0.64 MI S OF RIVERSIDE RD (Lat: 32.406475, Lng: -86.162981), Route carried "on" structure: County highway 12, Year Built: 1967, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 1,200 (year 1988), Truck Traffic: 1%, Average Future Daily Traffic: 3,030 (year 2040), Design Load: H 15, Features Intersected: STREAM, Facility Carried by Structure: WARES FERRY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.900, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 13.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 10.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.38m (4.53ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: Febuary 2022, Underwater Inspection Date: Febuary 2021, Other Special Inspection Date: Febuary 2022, Bridge Improvement Cost: $255,000, Roadway Improvement Cost: $26,000, Total Project Cost: $281,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Membrane: Other, Deck Protection: Other
Structure Number: 9332, Location: 0.64 MI S OF RIVERSIDE RD (Lat: 32.406475, Lng: -86.162981), Route carried "on" structure: County highway 12, Year Built: 1967, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 1,200 (year 1988), Truck Traffic: 1%, Average Future Daily Traffic: 3,030 (year 2040), Design Load: H 15, Features Intersected: STREAM, Facility Carried by Structure: WARES FERRY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.900, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 13.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 10.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.38m (4.53ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: Febuary 2022, Underwater Inspection Date: Febuary 2021, Other Special Inspection Date: Febuary 2022, Bridge Improvement Cost: $255,000, Roadway Improvement Cost: $26,000, Total Project Cost: $281,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Membrane: Other, Deck Protection: Other
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Structure Number: 9338, Location: 2.7 MI N OF SR 80 (Lat: 32.341667, Lng: -86.430000), Route carried "on" structure: County highway 17, Year Built: 1967, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 450 (year 1988), Truck Traffic: 1%, Average Future Daily Traffic: 800 (year 2041), Design Load: H 15, Features Intersected: ANTIOCH BRANCH, Facility Carried by Structure: MITCHELL-YOUNG RD
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), Skew: 4 degrees, 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: 15.2m (49.9ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 64.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than 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: April 2021, Bridge Improvement Cost: $590,000, Roadway Improvement Cost: $59,000, Total Project Cost: $649,000 ( Estimate for 2022)
Structure Number: 9338, Location: 2.7 MI N OF SR 80 (Lat: 32.341667, Lng: -86.430000), Route carried "on" structure: County highway 17, Year Built: 1967, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 450 (year 1988), Truck Traffic: 1%, Average Future Daily Traffic: 800 (year 2041), Design Load: H 15, Features Intersected: ANTIOCH BRANCH, Facility Carried by Structure: MITCHELL-YOUNG RD
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), Skew: 4 degrees, 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: 15.2m (49.9ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 64.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than 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: April 2021, Bridge Improvement Cost: $590,000, Roadway Improvement Cost: $59,000, Total Project Cost: $649,000 ( Estimate for 2022)
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Structure Number: 9427, Location: 0.24 MI W OF TAYLOR RD (Lat: 32.338536, Lng: -86.183350), Route carried "on" structure: City street 110, Year Built: 1967, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 7,500 (year 1990), Truck Traffic: 6%, Average Future Daily Traffic: 21,620 (year 2038), Design Load: H 20, Features Intersected: STREAM, Facility Carried by Structure: VAUGHN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.998, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 61.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.7 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: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $1,268,000, Roadway Improvement Cost: $127,000, Total Project Cost: $1,395,000 ( Estimate for 2022)
Structure Number: 9427, Location: 0.24 MI W OF TAYLOR RD (Lat: 32.338536, Lng: -86.183350), Route carried "on" structure: City street 110, Year Built: 1967, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 7,500 (year 1990), Truck Traffic: 6%, Average Future Daily Traffic: 21,620 (year 2038), Design Load: H 20, Features Intersected: STREAM, Facility Carried by Structure: VAUGHN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.998, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 61.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.7 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: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $1,268,000, Roadway Improvement Cost: $127,000, Total Project Cost: $1,395,000 ( Estimate for 2022)
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Structure Number: 9428, Location: 0.3 MI.E. PERRY HILL RD (Lat: 32.348592, Lng: -86.239922), Route carried "on" structure: City street , Year Built: 1967, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 18,000 (year 1988), Truck Traffic: 2%, Average Future Daily Traffic: 26,260 (year 2038), Design Load: H 20, Features Intersected: STREAM, Facility Carried by Structure: VAUGHN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.600, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 48.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.1 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: 1.26m (4.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $844,000, Roadway Improvement Cost: $84,000, Total Project Cost: $928,000 ( Estimate for 2022)
Structure Number: 9428, Location: 0.3 MI.E. PERRY HILL RD (Lat: 32.348592, Lng: -86.239922), Route carried "on" structure: City street , Year Built: 1967, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 18,000 (year 1988), Truck Traffic: 2%, Average Future Daily Traffic: 26,260 (year 2038), Design Load: H 20, Features Intersected: STREAM, Facility Carried by Structure: VAUGHN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.600, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 48.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.1 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: 1.26m (4.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $844,000, Roadway Improvement Cost: $84,000, Total Project Cost: $928,000 ( Estimate for 2022)
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Structure Number: 9429, Location: 0.6 MI E PERRY HILL ROAD (Lat: 32.347317, Lng: -86.235444), Route carried "on" structure: City street , Year Built: 1967, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 18,000 (year 1988), Truck Traffic: 2%, Average Future Daily Traffic: 26,000 (year 2038), Design Load: H 20, Features Intersected: STREAM, Facility Carried by Structure: VAUGHN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.899, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, 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: 49.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.7 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: September 2020, Bridge Improvement Cost: $871,000, Roadway Improvement Cost: $87,000, Total Project Cost: $958,000 ( Estimate for 2022)
Structure Number: 9429, Location: 0.6 MI E PERRY HILL ROAD (Lat: 32.347317, Lng: -86.235444), Route carried "on" structure: City street , Year Built: 1967, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 18,000 (year 1988), Truck Traffic: 2%, Average Future Daily Traffic: 26,000 (year 2038), Design Load: H 20, Features Intersected: STREAM, Facility Carried by Structure: VAUGHN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.899, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, 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: 49.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.7 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: September 2020, Bridge Improvement Cost: $871,000, Roadway Improvement Cost: $87,000, Total Project Cost: $958,000 ( Estimate for 2022)
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Structure Number: 943, Location: 5.3 MI.E.OF EASTERNBYPASS (Lat: 32.338333, Lng: -86.136667), Route carried "on" structure: County highway 626, Year Built: 1967, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 12,300 (year 2000), Truck Traffic: 8%, Average Future Daily Traffic: 26,950 (year 2041), Design Load: H 20, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.587, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 42.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.3 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: 3.08m (10.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $995,000, Roadway Improvement Cost: $100,000, Total Project Cost: $1,095,000 ( Estimate for 2022)
Structure Number: 943, Location: 5.3 MI.E.OF EASTERNBYPASS (Lat: 32.338333, Lng: -86.136667), Route carried "on" structure: County highway 626, Year Built: 1967, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 12,300 (year 2000), Truck Traffic: 8%, Average Future Daily Traffic: 26,950 (year 2041), Design Load: H 20, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.587, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 42.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.3 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: 3.08m (10.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $995,000, Roadway Improvement Cost: $100,000, Total Project Cost: $1,095,000 ( Estimate for 2022)
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Structure Number: 9528, Location: 2.0 MI.S.OF SOU.BLVD. (Lat: 32.306667, Lng: -86.336667), Route carried "on" structure: City street , Year Built: 1968, Status: Open, Structure Length: 9.33m (30.61ft), Average Daily Traffic: 184 (year 2003), Truck Traffic: 1%, Average Future Daily Traffic: 289 (year 2028), Design Load: HS 20, Features Intersected: I65, Facility Carried by Structure: CITY ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.318, Lanes on structure: 2, Lanes under structure: 4, 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: 4, Number Of Approach Spans: 1, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 44.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 10.29m (33.76ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $2,822,000, Roadway Improvement Cost: $282,000, Total Project Cost: $3,104,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 9528, Location: 2.0 MI.S.OF SOU.BLVD. (Lat: 32.306667, Lng: -86.336667), Route carried "on" structure: City street , Year Built: 1968, Status: Open, Structure Length: 9.33m (30.61ft), Average Daily Traffic: 184 (year 2003), Truck Traffic: 1%, Average Future Daily Traffic: 289 (year 2028), Design Load: HS 20, Features Intersected: I65, Facility Carried by Structure: CITY ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.318, Lanes on structure: 2, Lanes under structure: 4, 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: 4, Number Of Approach Spans: 1, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 44.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 10.29m (33.76ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $2,822,000, Roadway Improvement Cost: $282,000, Total Project Cost: $3,104,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 9542, Location: 1.82 MI N OF I65 (Lat: 32.366178, Lng: -86.291436), Route carried "on" structure: City street , Year Built: 1968, Status: Open, Structure Length: 11.09m (36.38ft), Average Daily Traffic: 9,945 (year 2003), Truck Traffic: 1%, Average Future Daily Traffic: 11,529 (year 2028), Design Load: HS 20, Features Intersected: I85, Facility Carried by Structure: HALL ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.930, Lanes on structure: 4, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 19.8m (65.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 70.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 11.98m (39.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $5,337,000, Roadway Improvement Cost: $534,000, Total Project Cost: $5,871,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 9542, Location: 1.82 MI N OF I65 (Lat: 32.366178, Lng: -86.291436), Route carried "on" structure: City street , Year Built: 1968, Status: Open, Structure Length: 11.09m (36.38ft), Average Daily Traffic: 9,945 (year 2003), Truck Traffic: 1%, Average Future Daily Traffic: 11,529 (year 2028), Design Load: HS 20, Features Intersected: I85, Facility Carried by Structure: HALL ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.930, Lanes on structure: 4, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 19.8m (65.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 70.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 11.98m (39.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $5,337,000, Roadway Improvement Cost: $534,000, Total Project Cost: $5,871,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 9543, Location: 1.8 MI.S.OF E.BYPASS (Lat: 32.358864, Lng: -86.244064), Route carried "on" structure: City street , Year Built: 1968, Year Reconstructed: 2013, Status: Open, Structure Length: 9.11m (29.89ft), Average Daily Traffic: 6,218 (year 2003), Truck Traffic: 1%, Average Future Daily Traffic: 17,067 (year 2028), Design Load: HS 20, Features Intersected: I85, Facility Carried by Structure: PERRY HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.845, Lanes on structure: 6, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 27.1m (88.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 45.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 10.07m (33.04ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $6,079,000, Roadway Improvement Cost: $608,000, Total Project Cost: $6,687,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 9543, Location: 1.8 MI.S.OF E.BYPASS (Lat: 32.358864, Lng: -86.244064), Route carried "on" structure: City street , Year Built: 1968, Year Reconstructed: 2013, Status: Open, Structure Length: 9.11m (29.89ft), Average Daily Traffic: 6,218 (year 2003), Truck Traffic: 1%, Average Future Daily Traffic: 17,067 (year 2028), Design Load: HS 20, Features Intersected: I85, Facility Carried by Structure: PERRY HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.845, Lanes on structure: 6, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 27.1m (88.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 45.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 10.07m (33.04ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $6,079,000, Roadway Improvement Cost: $608,000, Total Project Cost: $6,687,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 9683, Location: 0.22 MI E OF ANN ST (Lat: 32.372464, Lng: -86.267172), Route carried "on" structure: City street , Year Built: 1968, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 5,500 (year 1992), Truck Traffic: 1%, Average Future Daily Traffic: 6,120 (year 2038), Design Load: H 15, Features Intersected: THREE MILE BRANCH, Facility Carried by Structure: HIGHLAND AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.199, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 16.2m (53.1ft), Out-to-Out Width: 20.4m (66.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.92m (6.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $871,000, Roadway Improvement Cost: $87,000, Total Project Cost: $958,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 9683, Location: 0.22 MI E OF ANN ST (Lat: 32.372464, Lng: -86.267172), Route carried "on" structure: City street , Year Built: 1968, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 5,500 (year 1992), Truck Traffic: 1%, Average Future Daily Traffic: 6,120 (year 2038), Design Load: H 15, Features Intersected: THREE MILE BRANCH, Facility Carried by Structure: HIGHLAND AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.199, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 16.2m (53.1ft), Out-to-Out Width: 20.4m (66.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.92m (6.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $871,000, Roadway Improvement Cost: $87,000, Total Project Cost: $958,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 9688, Location: 200 FT S OF PINEBROOK DR (Lat: 32.388303, Lng: -86.193669), Route carried "on" structure: City street , Year Built: 1968, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 560 (year 2006), Truck Traffic: 1%, Average Future Daily Traffic: 784 (year 2038), Design Load: H 15, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: NATURE DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.399, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.26m (7.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $509,000, Roadway Improvement Cost: $51,000, Total Project Cost: $560,000 ( Estimate for 2022)
Structure Number: 9688, Location: 200 FT S OF PINEBROOK DR (Lat: 32.388303, Lng: -86.193669), Route carried "on" structure: City street , Year Built: 1968, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 560 (year 2006), Truck Traffic: 1%, Average Future Daily Traffic: 784 (year 2038), Design Load: H 15, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: NATURE DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.399, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.26m (7.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $509,000, Roadway Improvement Cost: $51,000, Total Project Cost: $560,000 ( Estimate for 2022)
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Structure Number: 978, Location: BELL ST(OLD AL 108)* I-65 (Lat: 32.377519, Lng: -86.322506), Route carried "on" structure: City street 108, Year Built: 1968, Status: Open, Structure Length: 10.33m (33.89ft), Average Daily Traffic: 9,720 (year 2003), Truck Traffic: 3%, Average Future Daily Traffic: 13,707 (year 2028), Design Load: HS 20, Features Intersected: I-65 AND RAMPS I AND J, Facility Carried by Structure: BELL STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.631, Lanes on structure: 4, Lanes under structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 32.6m (107.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 58.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 11.25m (36.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $4,781,000, Roadway Improvement Cost: $478,000, Total Project Cost: $5,259,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 978, Location: BELL ST(OLD AL 108)* I-65 (Lat: 32.377519, Lng: -86.322506), Route carried "on" structure: City street 108, Year Built: 1968, Status: Open, Structure Length: 10.33m (33.89ft), Average Daily Traffic: 9,720 (year 2003), Truck Traffic: 3%, Average Future Daily Traffic: 13,707 (year 2028), Design Load: HS 20, Features Intersected: I-65 AND RAMPS I AND J, Facility Carried by Structure: BELL STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.631, Lanes on structure: 4, Lanes under structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 32.6m (107.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 58.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 11.25m (36.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $4,781,000, Roadway Improvement Cost: $478,000, Total Project Cost: $5,259,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 9924, Location: 2.34 MI N OF I65 (Lat: 32.365344, Lng: -86.282881), Route carried "on" structure: Interstate 85, Year Built: 1969, Year Reconstructed: 1994, Status: Open, Structure Length: 5.46m (17.91ft), Average Daily Traffic: 101,470 (year 2013), Truck Traffic: 11%, Average Future Daily Traffic: 133,733 (year 2033), Design Load: HS 20, Features Intersected: MULBERRY ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.764, Lanes on structure: 8, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 39.0m (128.0ft), Skew: 30 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 39.8m (130.6ft), Out-to-Out Width: 41.8m (137.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 42.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.49m (21.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $6,097,000, Roadway Improvement Cost: $610,000, Total Project Cost: $6,707,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 9924, Location: 2.34 MI N OF I65 (Lat: 32.365344, Lng: -86.282881), Route carried "on" structure: Interstate 85, Year Built: 1969, Year Reconstructed: 1994, Status: Open, Structure Length: 5.46m (17.91ft), Average Daily Traffic: 101,470 (year 2013), Truck Traffic: 11%, Average Future Daily Traffic: 133,733 (year 2033), Design Load: HS 20, Features Intersected: MULBERRY ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.764, Lanes on structure: 8, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 39.0m (128.0ft), Skew: 30 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 39.8m (130.6ft), Out-to-Out Width: 41.8m (137.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 42.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.49m (21.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $6,097,000, Roadway Improvement Cost: $610,000, Total Project Cost: $6,707,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 9926, Location: 2.7 MI.N.OF I65 (Lat: 32.365575, Lng: -86.276794), Route carried "on" structure: Interstate 85, Year Built: 1969, Year Reconstructed: 1994, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 109,830 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 144,752 (year 2033), Design Load: HS 20, Features Intersected: RYAN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.344, Lanes on structure: 8, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 33.0m (108.3ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 39.8m (130.6ft), Out-to-Out Width: 41.8m (137.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 54.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.07m (16.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $4,764,000, Roadway Improvement Cost: $476,000, Total Project Cost: $5,240,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 9926, Location: 2.7 MI.N.OF I65 (Lat: 32.365575, Lng: -86.276794), Route carried "on" structure: Interstate 85, Year Built: 1969, Year Reconstructed: 1994, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 109,830 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 144,752 (year 2033), Design Load: HS 20, Features Intersected: RYAN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.344, Lanes on structure: 8, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 33.0m (108.3ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 39.8m (130.6ft), Out-to-Out Width: 41.8m (137.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 54.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.07m (16.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $4,764,000, Roadway Improvement Cost: $476,000, Total Project Cost: $5,240,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 9928, Location: 3.0 MI.N.OF I65 (Lat: 32.365925, Lng: -86.270994), Route carried "on" structure: Interstate 85, Year Built: 1969, Year Reconstructed: 1994, Status: Open, Structure Length: 5.76m (18.90ft), Average Daily Traffic: 109,830 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 144,752 (year 2033), Design Load: HS 20, Features Intersected: ANN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.826, Lanes on structure: 6, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 31.6m (103.7ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 32.4m (106.3ft), Out-to-Out Width: 34.4m (112.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 50.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.80m (22.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $5,221,000, Roadway Improvement Cost: $522,000, Total Project Cost: $5,743,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 9928, Location: 3.0 MI.N.OF I65 (Lat: 32.365925, Lng: -86.270994), Route carried "on" structure: Interstate 85, Year Built: 1969, Year Reconstructed: 1994, Status: Open, Structure Length: 5.76m (18.90ft), Average Daily Traffic: 109,830 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 144,752 (year 2033), Design Load: HS 20, Features Intersected: ANN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.826, Lanes on structure: 6, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 31.6m (103.7ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 32.4m (106.3ft), Out-to-Out Width: 34.4m (112.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 50.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.80m (22.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $5,221,000, Roadway Improvement Cost: $522,000, Total Project Cost: $5,743,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place