Bridge Statistics for Millbrook, Alabama (AL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 22Number of bridges
- 305ft / 92.5mTotal length
- $40,748,000Total costs
- 227,393Total average daily traffic
- 25,432Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Millbrook
- No street view available for this location
- New bridges - historical statistics
- 11950-1959
- 21960-1969
- 91970-1979
- 11980-1989
- 71990-1999
- 22000-2009
- Reconstructed bridges - Historical Statistics
- 11980-1989
- 21990-1999
- Bridge Condition - Deck
- 30.8%Good
- 53.8%Satisfactory
- 15.4%Fair
- Bridge Condition - Superstructure
- 46.2%Good
- 53.8%Satisfactory
- Bridge Condition - Substructure
- 61.5%Good
- 30.8%Satisfactory
- 7.7%Fair
- Bridge Condition - Channel
- 6.3%Very good
- 56.3%Good
- 37.5%Satisfactory
- Bridge Condition - Culverts
- 83.3%Good
- 16.7%Satisfactory
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Structure Number: 572, Location: SEC 9 T17N R17E (Lat: 32.475300, Lng: -86.369367), Route carried "on" structure: City street , Year Built: 1972, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 4,855 (year 2014), Truck Traffic: 1%, Average Future Daily Traffic: 7,599 (year 2034), Design Load: H 15, Features Intersected: STILL CREEK, Facility Carried by Structure: CO RD NO 23
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, 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: 5, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 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: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.81m (12.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $915,000, Roadway Improvement Cost: $92,000, Total Project Cost: $1,007,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 572, Location: SEC 9 T17N R17E (Lat: 32.475300, Lng: -86.369367), Route carried "on" structure: City street , Year Built: 1972, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 4,855 (year 2014), Truck Traffic: 1%, Average Future Daily Traffic: 7,599 (year 2034), Design Load: H 15, Features Intersected: STILL CREEK, Facility Carried by Structure: CO RD NO 23
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, 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: 5, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 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: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.81m (12.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $915,000, Roadway Improvement Cost: $92,000, Total Project Cost: $1,007,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 1704, Location: 2 MI NE SAXON X ROADS (Lat: 33.436200, Lng: -85.317100), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 100 (year 1997), Average Future Daily Traffic: 150 (year 2035), Design Load: HS 20, Features Intersected: SHOAL CREEK, Facility Carried by Structure: CO RD 463
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 1888, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 22.2m (72.8ft), Out-to-Out Width: 27.4m (89.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 64.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.9 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: Equal to present minimum criteria, Length Of Structure Improvement: 2.76m (9.06ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $1,275,000, Roadway Improvement Cost: $128,000, Total Project Cost: $1,403,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 1704, Location: 2 MI NE SAXON X ROADS (Lat: 33.436200, Lng: -85.317100), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 100 (year 1997), Average Future Daily Traffic: 150 (year 2035), Design Load: HS 20, Features Intersected: SHOAL CREEK, Facility Carried by Structure: CO RD 463
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 1888, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 22.2m (72.8ft), Out-to-Out Width: 27.4m (89.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 64.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.9 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: Equal to present minimum criteria, Length Of Structure Improvement: 2.76m (9.06ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $1,275,000, Roadway Improvement Cost: $128,000, Total Project Cost: $1,403,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 2892, Location: .2MI N OF AL 14 (Lat: 32.500000, Lng: -86.383333), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 300 (year 1998), Truck Traffic: 7%, Average Future Daily Traffic: 300 (year 2029), Design Load: HS 20, Features Intersected: HALLS MILL CREEK, Facility Carried by Structure: OLD PRATTVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 66.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.6 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: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.81m (12.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $784,000, Roadway Improvement Cost: $78,000, Total Project Cost: $862,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 2892, Location: .2MI N OF AL 14 (Lat: 32.500000, Lng: -86.383333), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 300 (year 1998), Truck Traffic: 7%, Average Future Daily Traffic: 300 (year 2029), Design Load: HS 20, Features Intersected: HALLS MILL CREEK, Facility Carried by Structure: OLD PRATTVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 66.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.6 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: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.81m (12.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $784,000, Roadway Improvement Cost: $78,000, Total Project Cost: $862,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 7872, Location: 400' W of AL143/Main St. (Lat: 32.476700, Lng: -86.362000), Route carried "on" structure: City street , Year Built: 1963, Status: Posted for load, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 518 (year 2014), Truck Traffic: 1%, Average Future Daily Traffic: 811 (year 2034), Design Load: H 15, Features Intersected: HUDSON CREEK, Facility Carried by Structure: Grandview Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 2.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 1.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 3.15m (10.33ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: Febuary 2022, Other Special Inspection Date: Febuary 2022, Bridge Improvement Cost: $541,000, Roadway Improvement Cost: $54,000, Total Project Cost: $595,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 7872, Location: 400' W of AL143/Main St. (Lat: 32.476700, Lng: -86.362000), Route carried "on" structure: City street , Year Built: 1963, Status: Posted for load, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 518 (year 2014), Truck Traffic: 1%, Average Future Daily Traffic: 811 (year 2034), Design Load: H 15, Features Intersected: HUDSON CREEK, Facility Carried by Structure: Grandview Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 2.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 1.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 3.15m (10.33ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: Febuary 2022, Other Special Inspection Date: Febuary 2022, Bridge Improvement Cost: $541,000, Roadway Improvement Cost: $54,000, Total Project Cost: $595,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 799, Location: COUNTY LINE COMMUNITY (Lat: 32.517486, Lng: -86.413411), Route carried "on" structure: County highway 39, Year Built: 1963, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 366 (year 1988), Truck Traffic: 10%, Average Future Daily Traffic: 375 (year 2035), Design Load: H 10, Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 46.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.89m (6.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $437,000, Roadway Improvement Cost: $44,000, Total Project Cost: $481,000 ( Estimate for 2022)
Structure Number: 799, Location: COUNTY LINE COMMUNITY (Lat: 32.517486, Lng: -86.413411), Route carried "on" structure: County highway 39, Year Built: 1963, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 366 (year 1988), Truck Traffic: 10%, Average Future Daily Traffic: 375 (year 2035), Design Load: H 10, Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 46.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.89m (6.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $437,000, Roadway Improvement Cost: $44,000, Total Project Cost: $481,000 ( Estimate for 2022)
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Structure Number: 10682, Location: 2.3 MI S OF AL 14 (Lat: 32.460389, Lng: -86.387428), Route carried "on" structure: County highway 2, Year Built: 1972, Status: Open, Structure Length: 11.09m (36.38ft), Average Daily Traffic: 8,000 (year 2009), Truck Traffic: 3%, Average Future Daily Traffic: 22,000 (year 2029), Design Load: HS 20, Features Intersected: I65, Facility Carried by Structure: COBB'S FORD RD EBL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.145, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 13 degrees, 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-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 63.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 11.98m (39.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $3,449,000, Roadway Improvement Cost: $345,000, Total Project Cost: $3,794,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 10682, Location: 2.3 MI S OF AL 14 (Lat: 32.460389, Lng: -86.387428), Route carried "on" structure: County highway 2, Year Built: 1972, Status: Open, Structure Length: 11.09m (36.38ft), Average Daily Traffic: 8,000 (year 2009), Truck Traffic: 3%, Average Future Daily Traffic: 22,000 (year 2029), Design Load: HS 20, Features Intersected: I65, Facility Carried by Structure: COBB'S FORD RD EBL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.145, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 13 degrees, 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-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 63.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 11.98m (39.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $3,449,000, Roadway Improvement Cost: $345,000, Total Project Cost: $3,794,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 10683, Location: I65 AND AL 14 INTERCHANGE (Lat: 32.487892, Lng: -86.408997), Route carried "on" structure: Interstate 65, Year Built: 1972, Year Reconstructed: 2001, Status: Open, Structure Length: 8.66m (28.41ft), Average Daily Traffic: 19,520 (year 2013), Truck Traffic: 23%, Average Future Daily Traffic: 24,730 (year 2033), Design Load: HS 20, Features Intersected: AL 14
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 291.702, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 11 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 17.2m (56.4ft), Out-to-Out Width: 18.0m (59.1ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 56.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 9.64m (31.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $3,901,000, Roadway Improvement Cost: $390,000, Total Project Cost: $4,291,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 10683, Location: I65 AND AL 14 INTERCHANGE (Lat: 32.487892, Lng: -86.408997), Route carried "on" structure: Interstate 65, Year Built: 1972, Year Reconstructed: 2001, Status: Open, Structure Length: 8.66m (28.41ft), Average Daily Traffic: 19,520 (year 2013), Truck Traffic: 23%, Average Future Daily Traffic: 24,730 (year 2033), Design Load: HS 20, Features Intersected: AL 14
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 291.702, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 11 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 17.2m (56.4ft), Out-to-Out Width: 18.0m (59.1ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 56.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 9.64m (31.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $3,901,000, Roadway Improvement Cost: $390,000, Total Project Cost: $4,291,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 10684, Location: I65 AND AL 14 INTERCHANGE (Lat: 32.488369, Lng: -86.408564), Route carried "on" structure: Interstate 65, Year Built: 1972, Status: Open, Structure Length: 8.66m (28.41ft), Average Daily Traffic: 19,520 (year 2013), Truck Traffic: 23%, Average Future Daily Traffic: 24,730 (year 2033), Design Load: HS 20, Features Intersected: AL 14
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 291.702, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 11 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 17.2m (56.4ft), Out-to-Out Width: 18.0m (59.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 56.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 9.64m (31.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $3,901,000, Roadway Improvement Cost: $390,000, Total Project Cost: $4,291,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 10684, Location: I65 AND AL 14 INTERCHANGE (Lat: 32.488369, Lng: -86.408564), Route carried "on" structure: Interstate 65, Year Built: 1972, Status: Open, Structure Length: 8.66m (28.41ft), Average Daily Traffic: 19,520 (year 2013), Truck Traffic: 23%, Average Future Daily Traffic: 24,730 (year 2033), Design Load: HS 20, Features Intersected: AL 14
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 291.702, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 11 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 17.2m (56.4ft), Out-to-Out Width: 18.0m (59.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 56.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 9.64m (31.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $3,901,000, Roadway Improvement Cost: $390,000, Total Project Cost: $4,291,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 10718, Location: 800' W of AL143/Main St (Lat: 32.478167, Lng: -86.363617), Route carried "on" structure: City street , Year Built: 1972, Status: Posted for load, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 5,288 (year 2014), Truck Traffic: 1%, Average Future Daily Traffic: 8,323 (year 2034), Design Load: H 15, Features Intersected: HUDSON CREEK, Facility Carried by Structure: Edgewood Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 33.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.15m (10.33ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: Febuary 2022, Other Special Inspection Date: Febuary 2022, Bridge Improvement Cost: $584,000, Roadway Improvement Cost: $58,000, Total Project Cost: $642,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10718, Location: 800' W of AL143/Main St (Lat: 32.478167, Lng: -86.363617), Route carried "on" structure: City street , Year Built: 1972, Status: Posted for load, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 5,288 (year 2014), Truck Traffic: 1%, Average Future Daily Traffic: 8,323 (year 2034), Design Load: H 15, Features Intersected: HUDSON CREEK, Facility Carried by Structure: Edgewood Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 33.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.15m (10.33ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: Febuary 2022, Other Special Inspection Date: Febuary 2022, Bridge Improvement Cost: $584,000, Roadway Improvement Cost: $58,000, Total Project Cost: $642,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10748, Location: 1.9 MI.E.OF I-65 (Lat: 32.506311, Lng: -86.384417), Route carried "on" structure: State highway 14, Year Built: 1972, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 25,830 (year 2013), Truck Traffic: 3%, Average Future Daily Traffic: 34,789 (year 2033), Design Load: HS 20, Features Intersected: HUDSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 256.605, Lanes on structure: 2, Owner: State 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: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.69m (8.83ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $1,274,000, Roadway Improvement Cost: $127,000, Total Project Cost: $1,401,000 ( Estimate for 2022)
Structure Number: 10748, Location: 1.9 MI.E.OF I-65 (Lat: 32.506311, Lng: -86.384417), Route carried "on" structure: State highway 14, Year Built: 1972, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 25,830 (year 2013), Truck Traffic: 3%, Average Future Daily Traffic: 34,789 (year 2033), Design Load: HS 20, Features Intersected: HUDSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 256.605, Lanes on structure: 2, Owner: State 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: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.69m (8.83ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $1,274,000, Roadway Improvement Cost: $127,000, Total Project Cost: $1,401,000 ( Estimate for 2022)
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Structure Number: 13786, Location: 700' W of AL143/Main St (Lat: 32.489050, Lng: -86.367767), Route carried "on" structure: City street , Year Built: 1954, Year Reconstructed: 1986, Status: Posted for load, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 881 (year 2014), Truck Traffic: 1%, Average Future Daily Traffic: 1,394 (year 2034), Design Load: H 15, Features Intersected: HUDSON CREEK, Facility Carried by Structure: ROSE HILL RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.0m, Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 33.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 1.84m (6.04ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: Febuary 2022, Other Special Inspection Date: Febuary 2022, Bridge Improvement Cost: $340,000, Roadway Improvement Cost: $34,000, Total Project Cost: $374,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 13786, Location: 700' W of AL143/Main St (Lat: 32.489050, Lng: -86.367767), Route carried "on" structure: City street , Year Built: 1954, Year Reconstructed: 1986, Status: Posted for load, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 881 (year 2014), Truck Traffic: 1%, Average Future Daily Traffic: 1,394 (year 2034), Design Load: H 15, Features Intersected: HUDSON CREEK, Facility Carried by Structure: ROSE HILL RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.0m, Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 33.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 1.84m (6.04ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: Febuary 2022, Other Special Inspection Date: Febuary 2022, Bridge Improvement Cost: $340,000, Roadway Improvement Cost: $34,000, Total Project Cost: $374,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 14803, Location: SEC 5 717N R17E (Lat: 32.521667, Lng: -86.386667), Route carried "on" structure: County highway , Year Built: 1989, Year Reconstructed: 2002, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 38 (year 1998), Average Future Daily Traffic: 42 (year 2031), Features Intersected: STILL CREEK SPUR, Facility Carried by Structure: Wolf Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.48m (4.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $203,000, Roadway Improvement Cost: $20,000, Total Project Cost: $223,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 14803, Location: SEC 5 717N R17E (Lat: 32.521667, Lng: -86.386667), Route carried "on" structure: County highway , Year Built: 1989, Year Reconstructed: 2002, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 38 (year 1998), Average Future Daily Traffic: 42 (year 2031), Features Intersected: STILL CREEK SPUR, Facility Carried by Structure: Wolf Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.48m (4.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $203,000, Roadway Improvement Cost: $20,000, Total Project Cost: $223,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1704, Location: 0.2 MI S OF AL 143 (Lat: 32.483333, Lng: -86.350000), Route carried "on" structure: County highway , Year Built: 1997, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 5,200 (year 1998), Truck Traffic: 20%, Average Future Daily Traffic: 4,000 (year 2031), Design Load: HS 20, Features Intersected: NO NAME BRANCH, Facility Carried by Structure: ALA RIVER PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 19.9m (65.3ft), 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: 19.2m (63.0ft), Out-to-Out Width: 19.9m (65.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.44m (8.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $1,087,000, Roadway Improvement Cost: $109,000, Total Project Cost: $1,196,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 1704, Location: 0.2 MI S OF AL 143 (Lat: 32.483333, Lng: -86.350000), Route carried "on" structure: County highway , Year Built: 1997, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 5,200 (year 1998), Truck Traffic: 20%, Average Future Daily Traffic: 4,000 (year 2031), Design Load: HS 20, Features Intersected: NO NAME BRANCH, Facility Carried by Structure: ALA RIVER PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 19.9m (65.3ft), 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: 19.2m (63.0ft), Out-to-Out Width: 19.9m (65.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.44m (8.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $1,087,000, Roadway Improvement Cost: $109,000, Total Project Cost: $1,196,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 17329, Location: 3.2 MI E OF CR143/MAIN ST (Lat: 32.435017, Lng: -86.317300), Route carried "on" structure: Alternate Other road , Year Built: 1998, Status: Open, Structure Length: 30.94m (101.51ft), Average Daily Traffic: 4,620 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 6,930 (year 2040), Design Load: HS 20, Features Intersected: ALABAMA RIVER, Facility Carried by Structure: AL RIVER PKWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 4, Toll: Toll bridge, Owner: Private, Approaching Roadway Width: 18.3m (60.0ft), Navigation Control: Yes ( Vertical Clearance: 11.1m (36.4ft), Horizontal Clearance: 62.5m (205.1ft)), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 5, Length of Maximum Span: 65.5m (214.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.2m (63.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 73.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 30.94m (101.51ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: October 2020, Underwater Inspection Date: October 2018, Bridge Improvement Cost: $13,366,000, Roadway Improvement Cost: $1,337,000, Total Project Cost: $14,703,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 17329, Location: 3.2 MI E OF CR143/MAIN ST (Lat: 32.435017, Lng: -86.317300), Route carried "on" structure: Alternate Other road , Year Built: 1998, Status: Open, Structure Length: 30.94m (101.51ft), Average Daily Traffic: 4,620 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 6,930 (year 2040), Design Load: HS 20, Features Intersected: ALABAMA RIVER, Facility Carried by Structure: AL RIVER PKWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 4, Toll: Toll bridge, Owner: Private, Approaching Roadway Width: 18.3m (60.0ft), Navigation Control: Yes ( Vertical Clearance: 11.1m (36.4ft), Horizontal Clearance: 62.5m (205.1ft)), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 5, Length of Maximum Span: 65.5m (214.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.2m (63.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 73.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 30.94m (101.51ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: October 2020, Underwater Inspection Date: October 2018, Bridge Improvement Cost: $13,366,000, Roadway Improvement Cost: $1,337,000, Total Project Cost: $14,703,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 18973, Location: 1.5 MILES N OF ST-14 (Lat: 32.516667, Lng: -86.383333), Route carried "on" structure: County highway 141, Year Built: 2000, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 150 (year 2000), Average Future Daily Traffic: 200 (year 2031), Features Intersected: MILL CREEK, Facility Carried by Structure: Gunnells Road
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.5m (24.6ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 48.2 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: Better than 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: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $314,000, Roadway Improvement Cost: $31,000, Total Project Cost: $345,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 18973, Location: 1.5 MILES N OF ST-14 (Lat: 32.516667, Lng: -86.383333), Route carried "on" structure: County highway 141, Year Built: 2000, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 150 (year 2000), Average Future Daily Traffic: 200 (year 2031), Features Intersected: MILL CREEK, Facility Carried by Structure: Gunnells Road
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.5m (24.6ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 48.2 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: Better than 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: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $314,000, Roadway Improvement Cost: $31,000, Total Project Cost: $345,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 19144, Location: 2.6M NORTH OF AL 14 (Lat: 32.913333, Lng: -86.663611), Route carried "on" structure: County highway 7, Year Built: 2004, Status: Open, Structure Length: 7.53m (24.70ft), Average Daily Traffic: 12,776 (year 2001), Truck Traffic: 18%, Average Future Daily Traffic: 10,000 (year 2031), Design Load: HS 20, Features Intersected: KENNER CREEK, Facility Carried by Structure: DEATSVILLE HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 13, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 62.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.55m (28.05ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $1,759,000, Roadway Improvement Cost: $176,000, Total Project Cost: $1,935,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 19144, Location: 2.6M NORTH OF AL 14 (Lat: 32.913333, Lng: -86.663611), Route carried "on" structure: County highway 7, Year Built: 2004, Status: Open, Structure Length: 7.53m (24.70ft), Average Daily Traffic: 12,776 (year 2001), Truck Traffic: 18%, Average Future Daily Traffic: 10,000 (year 2031), Design Load: HS 20, Features Intersected: KENNER CREEK, Facility Carried by Structure: DEATSVILLE HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 13, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 62.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.55m (28.05ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $1,759,000, Roadway Improvement Cost: $176,000, Total Project Cost: $1,935,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 20416, Location: SEC 17 T17N R15E (Lat: 32.457975, Lng: -86.350486), Route carried "on" structure: County highway , Year Built: 1996, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 4,830 (year 2010), Average Future Daily Traffic: 7,180 (year 2031), Design Load: HS 20, Features Intersected: ????????????????????????, Facility Carried by Structure: Cossada Parkway
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 69.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.20m (7.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $497,000, Roadway Improvement Cost: $50,000, Total Project Cost: $547,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 20416, Location: SEC 17 T17N R15E (Lat: 32.457975, Lng: -86.350486), Route carried "on" structure: County highway , Year Built: 1996, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 4,830 (year 2010), Average Future Daily Traffic: 7,180 (year 2031), Design Load: HS 20, Features Intersected: ????????????????????????, Facility Carried by Structure: Cossada Parkway
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 69.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.20m (7.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $497,000, Roadway Improvement Cost: $50,000, Total Project Cost: $547,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 21437, Location: ????????????????????????? (Lat: 32.457222, Lng: -86.374172), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 2,941 (year 2013), Average Future Daily Traffic: 6,800 (year 2037), Design Load: HS 20, Features Intersected: Steel Creek, Facility Carried by Structure: Cobbs Ford Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.62m (8.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $1,556,000, Roadway Improvement Cost: $156,000, Total Project Cost: $1,712,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 21437, Location: ????????????????????????? (Lat: 32.457222, Lng: -86.374172), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 2,941 (year 2013), Average Future Daily Traffic: 6,800 (year 2037), Design Load: HS 20, Features Intersected: Steel Creek, Facility Carried by Structure: Cobbs Ford Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.62m (8.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $1,556,000, Roadway Improvement Cost: $156,000, Total Project Cost: $1,712,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 21438, Location: ????????????????????????? (Lat: 32.454928, Lng: -86.363058), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 5,580 (year 2013), Truck Traffic: 12%, Average Future Daily Traffic: 6,800 (year 2023), Design Load: HS 20, Features Intersected: Mill Creek, Facility Carried by Structure: Cobbs Ford Road
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 46.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.40m (7.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $860,000, Roadway Improvement Cost: $86,000, Total Project Cost: $946,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 21438, Location: ????????????????????????? (Lat: 32.454928, Lng: -86.363058), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 5,580 (year 2013), Truck Traffic: 12%, Average Future Daily Traffic: 6,800 (year 2023), Design Load: HS 20, Features Intersected: Mill Creek, Facility Carried by Structure: Cobbs Ford Road
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 46.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.40m (7.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $860,000, Roadway Improvement Cost: $86,000, Total Project Cost: $946,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10682, Location: 2.3 MI S OF AL 14 (Lat: 32.460389, Lng: -86.387428), Route carried "under" structure: Interstate 65, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 49,980 (year 2013), Truck Traffic: 16%, Features Intersected: I65, Facility Carried by Structure: COBB'S FORD RD EBL
Minimum Vertical Clearance: 6.74m (22.11ft), Kilometerpoint: 288.052, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.5m (100.1ft)
Structure Number: 10682, Location: 2.3 MI S OF AL 14 (Lat: 32.460389, Lng: -86.387428), Route carried "under" structure: Interstate 65, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 49,980 (year 2013), Truck Traffic: 16%, Features Intersected: I65, Facility Carried by Structure: COBB'S FORD RD EBL
Minimum Vertical Clearance: 6.74m (22.11ft), Kilometerpoint: 288.052, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.5m (100.1ft)
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Structure Number: 10683, Location: I65 AND AL 14 INTERCHANGE (Lat: 32.487892, Lng: -86.408997), Route carried "under" structure: State highway 14, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 28,050 (year 2013), Truck Traffic: 5%, Features Intersected: AL 14, Facility Carried by Structure: I65 SBL
Minimum Vertical Clearance: 5.12m (16.80ft), Kilometerpoint: 253.169, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.4m (80.1ft)
Structure Number: 10683, Location: I65 AND AL 14 INTERCHANGE (Lat: 32.487892, Lng: -86.408997), Route carried "under" structure: State highway 14, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 28,050 (year 2013), Truck Traffic: 5%, Features Intersected: AL 14, Facility Carried by Structure: I65 SBL
Minimum Vertical Clearance: 5.12m (16.80ft), Kilometerpoint: 253.169, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.4m (80.1ft)
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Structure Number: 10684, Location: I65 AND AL 14 INTERCHANGE (Lat: 32.488369, Lng: -86.408564), Route carried "under" structure: State highway 14, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 28,050 (year 2013), Truck Traffic: 5%, Features Intersected: AL 14, Facility Carried by Structure: I-65 NBL
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 253.174, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.4m (80.1ft)
Structure Number: 10684, Location: I65 AND AL 14 INTERCHANGE (Lat: 32.488369, Lng: -86.408564), Route carried "under" structure: State highway 14, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 28,050 (year 2013), Truck Traffic: 5%, Features Intersected: AL 14, Facility Carried by Structure: I-65 NBL
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 253.174, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.4m (80.1ft)