Bridge Statistics for Saks, Alabama (AL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 12Number of bridges
- 144ft / 44.5mTotal length
- $16,320,000Total costs
- 105,304Total average daily traffic
- 8,944Total average daily truck traffic
- 142,404Total future (year 2036) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Saks
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 11940-1949
- 21950-1959
- 41960-1969
- 31970-1979
- 11990-1999
- Bridge Condition - Deck
- 28.6%Good
- 57.1%Satisfactory
- 14.3%Fair
- Bridge Condition - Superstructure
- 28.6%Good
- 57.1%Satisfactory
- 14.3%Fair
- Bridge Condition - Substructure
- 57.1%Satisfactory
- 42.9%Fair
- Bridge Condition - Channel
- 40.0%Good
- 50.0%Satisfactory
- 10.0%Fair
- Bridge Condition - Culverts
- 40.0%Good
- 20.0%Satisfactory
- 40.0%Fair
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Structure Number: 1596, Location: OLD GAD-ANN HWY (SKATE) (Lat: 33.693425, Lng: -85.830797), Route carried "on" structure: County highway 53, Year Built: 1937, Status: Open, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 4,025 (year 1993), Truck Traffic: 2%, Average Future Daily Traffic: 4,502 (year 2040), Features Intersected: SO RAILROAD, Facility Carried by Structure: OLD GAD-ANN HWY.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.7 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: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 4.03m (13.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $691,000, Roadway Improvement Cost: $69,000, Total Project Cost: $760,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1596, Location: OLD GAD-ANN HWY (SKATE) (Lat: 33.693425, Lng: -85.830797), Route carried "on" structure: County highway 53, Year Built: 1937, Status: Open, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 4,025 (year 1993), Truck Traffic: 2%, Average Future Daily Traffic: 4,502 (year 2040), Features Intersected: SO RAILROAD, Facility Carried by Structure: OLD GAD-ANN HWY.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.7 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: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 4.03m (13.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $691,000, Roadway Improvement Cost: $69,000, Total Project Cost: $760,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 2953, Location: SAKS RD. (Lat: 33.738683, Lng: -85.847497), Route carried "on" structure: County highway 57, Year Built: 1946, Status: Posted for load, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 2,900 (year 1993), Truck Traffic: 1%, Average Future Daily Traffic: 3,400 (year 2039), Design Load: H 15, Features Intersected: CANE CREEK, Facility Carried by Structure: 3.5 MI N ANNISTON
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 7.26m (23.82ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2021, Other Special Inspection Date: August 2021, Bridge Improvement Cost: $1,344,000, Roadway Improvement Cost: $134,000, Total Project Cost: $1,478,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 2953, Location: SAKS RD. (Lat: 33.738683, Lng: -85.847497), Route carried "on" structure: County highway 57, Year Built: 1946, Status: Posted for load, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 2,900 (year 1993), Truck Traffic: 1%, Average Future Daily Traffic: 3,400 (year 2039), Design Load: H 15, Features Intersected: CANE CREEK, Facility Carried by Structure: 3.5 MI N ANNISTON
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 7.26m (23.82ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2021, Other Special Inspection Date: August 2021, Bridge Improvement Cost: $1,344,000, Roadway Improvement Cost: $134,000, Total Project Cost: $1,478,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 6204, Location: 64TH ST. (Lat: 33.730131, Lng: -85.832836), Route carried "on" structure: County highway 14, Year Built: 1958, Status: Posted for load, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 2,137 (year 2015), Truck Traffic: 1%, Average Future Daily Traffic: 1,200 (year 2036), Features Intersected: BRANCH, Facility Carried by Structure: 64TH STREET
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 5.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 3.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Waterway Adequacy: Better than present minimum 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: 1.34m (4.40ft), 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: $186,000, Roadway Improvement Cost: $19,000, Total Project Cost: $205,000 ( Estimate for 2022)
Structure Number: 6204, Location: 64TH ST. (Lat: 33.730131, Lng: -85.832836), Route carried "on" structure: County highway 14, Year Built: 1958, Status: Posted for load, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 2,137 (year 2015), Truck Traffic: 1%, Average Future Daily Traffic: 1,200 (year 2036), Features Intersected: BRANCH, Facility Carried by Structure: 64TH STREET
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 5.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 3.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Waterway Adequacy: Better than present minimum 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: 1.34m (4.40ft), 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: $186,000, Roadway Improvement Cost: $19,000, Total Project Cost: $205,000 ( Estimate for 2022)
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Structure Number: 6319, Location: LENLOCK LN. (Lat: 33.722853, Lng: -85.834228), Route carried "on" structure: County highway 54, Year Built: 1958, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 8,000 (year 1993), Truck Traffic: 1%, Average Future Daily Traffic: 9,500 (year 2040), Design Load: H 15, Features Intersected: BRANCH, Facility Carried by Structure: LENLOCK LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Concrete, 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: 86.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.07m (6.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $551,000, Roadway Improvement Cost: $55,000, Total Project Cost: $606,000 ( Estimate for 2022)
Structure Number: 6319, Location: LENLOCK LN. (Lat: 33.722853, Lng: -85.834228), Route carried "on" structure: County highway 54, Year Built: 1958, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 8,000 (year 1993), Truck Traffic: 1%, Average Future Daily Traffic: 9,500 (year 2040), Design Load: H 15, Features Intersected: BRANCH, Facility Carried by Structure: LENLOCK LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Concrete, 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: 86.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.07m (6.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $551,000, Roadway Improvement Cost: $55,000, Total Project Cost: $606,000 ( Estimate for 2022)
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Structure Number: 6893, Location: 0.1 MI E OLD US 431 (Lat: 33.721311, Lng: -85.874742), Route carried "on" structure: US 431, Year Built: 1960, Status: Open, Structure Length: 7.62m (25.00ft), Average Daily Traffic: 10,026 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 14,039 (year 2038), Design Load: HS 20, Features Intersected: L&N RR(ABAND.) &CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 379.660, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 13 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 36.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 8.64m (28.35ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $1,777,000, Roadway Improvement Cost: $178,000, Total Project Cost: $1,955,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 6893, Location: 0.1 MI E OLD US 431 (Lat: 33.721311, Lng: -85.874742), Route carried "on" structure: US 431, Year Built: 1960, Status: Open, Structure Length: 7.62m (25.00ft), Average Daily Traffic: 10,026 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 14,039 (year 2038), Design Load: HS 20, Features Intersected: L&N RR(ABAND.) &CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 379.660, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 13 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 36.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 8.64m (28.35ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $1,777,000, Roadway Improvement Cost: $178,000, Total Project Cost: $1,955,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 6894, Location: 0.1 MI E OLD US 431 (Lat: 33.721497, Lng: -85.874700), Route carried "on" structure: US 431, Year Built: 1960, Status: Open, Structure Length: 7.62m (25.00ft), Average Daily Traffic: 10,026 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 14,039 (year 2038), Design Load: HS 20, Features Intersected: L&N RR(ABAND.) & CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 379.660, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 13 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 36.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 8.64m (28.35ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $1,777,000, Roadway Improvement Cost: $178,000, Total Project Cost: $1,955,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 6894, Location: 0.1 MI E OLD US 431 (Lat: 33.721497, Lng: -85.874700), Route carried "on" structure: US 431, Year Built: 1960, Status: Open, Structure Length: 7.62m (25.00ft), Average Daily Traffic: 10,026 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 14,039 (year 2038), Design Load: HS 20, Features Intersected: L&N RR(ABAND.) & CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 379.660, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 13 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 36.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 8.64m (28.35ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $1,777,000, Roadway Improvement Cost: $178,000, Total Project Cost: $1,955,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 6895, Location: JCT OLD US 431 (Lat: 33.723300, Lng: -85.876275), Route carried "on" structure: US 431, Year Built: 1960, Status: Open, Structure Length: 2.67m (8.76ft), Average Daily Traffic: 19,842 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 27,779 (year 2039), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 379.950, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.2m (72.8ft), Skew: 14 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 5.1m (16.7ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 40.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.59m (11.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $3,749,000, Roadway Improvement Cost: $375,000, Total Project Cost: $4,124,000 ( Estimate for 2022)
Structure Number: 6895, Location: JCT OLD US 431 (Lat: 33.723300, Lng: -85.876275), Route carried "on" structure: US 431, Year Built: 1960, Status: Open, Structure Length: 2.67m (8.76ft), Average Daily Traffic: 19,842 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 27,779 (year 2039), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 379.950, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.2m (72.8ft), Skew: 14 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 5.1m (16.7ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 40.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.59m (11.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $3,749,000, Roadway Improvement Cost: $375,000, Total Project Cost: $4,124,000 ( Estimate for 2022)
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Structure Number: 7056, Location: LENLOCK LN RXR (Lat: 33.723475, Lng: -85.821722), Route carried "on" structure: County highway 54, Year Built: 1960, Status: Posted for load, Structure Length: 5.67m (18.60ft), Average Daily Traffic: 7,550 (year 1993), Truck Traffic: 2%, Average Future Daily Traffic: 8,520 (year 2040), Design Load: H 15, Features Intersected: SO RAILROAD, Facility Carried by Structure: .5 MI W ALA 21
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 41.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.7 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, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 6.70m (21.98ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: April 2020, Other Special Inspection Date: April 2021, Bridge Improvement Cost: $1,241,000, Roadway Improvement Cost: $124,000, Total Project Cost: $1,365,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 7056, Location: LENLOCK LN RXR (Lat: 33.723475, Lng: -85.821722), Route carried "on" structure: County highway 54, Year Built: 1960, Status: Posted for load, Structure Length: 5.67m (18.60ft), Average Daily Traffic: 7,550 (year 1993), Truck Traffic: 2%, Average Future Daily Traffic: 8,520 (year 2040), Design Load: H 15, Features Intersected: SO RAILROAD, Facility Carried by Structure: .5 MI W ALA 21
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 41.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.7 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, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 6.70m (21.98ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: April 2020, Other Special Inspection Date: April 2021, Bridge Improvement Cost: $1,241,000, Roadway Improvement Cost: $124,000, Total Project Cost: $1,365,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 10253, Location: 2.5 MI S JCT SR 144 (Lat: 33.735528, Lng: -85.880889), Route carried "on" structure: US 431, Year Built: 1970, Status: Open, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 20,256 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 28,358 (year 2040), Design Load: HS 20, Features Intersected: CANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 381.350, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 45.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 7.26m (23.82ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 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: 10253, Location: 2.5 MI S JCT SR 144 (Lat: 33.735528, Lng: -85.880889), Route carried "on" structure: US 431, Year Built: 1970, Status: Open, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 20,256 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 28,358 (year 2040), Design Load: HS 20, Features Intersected: CANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 381.350, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 45.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 7.26m (23.82ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 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: 10995, Location: BYNUM LEATHERWOOD (Lat: 33.713703, Lng: -85.870550), Route carried "on" structure: County highway 109, Year Built: 1973, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 11,398 (year 2019), Truck Traffic: 20%, Average Future Daily Traffic: 17,276 (year 2040), Design Load: H 15, Features Intersected: BRANCH, Facility Carried by Structure: BYNUM-LEATH RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 87.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.3 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: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $451,000, Roadway Improvement Cost: $45,000, Total Project Cost: $496,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10995, Location: BYNUM LEATHERWOOD (Lat: 33.713703, Lng: -85.870550), Route carried "on" structure: County highway 109, Year Built: 1973, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 11,398 (year 2019), Truck Traffic: 20%, Average Future Daily Traffic: 17,276 (year 2040), Design Load: H 15, Features Intersected: BRANCH, Facility Carried by Structure: BYNUM-LEATH RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 87.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.3 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: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $451,000, Roadway Improvement Cost: $45,000, Total Project Cost: $496,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10996, Location: BYNUM-LEATHERWOOD (Lat: 33.714967, Lng: -85.869636), Route carried "on" structure: County highway 109, Year Built: 1973, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 8,934 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 13,541 (year 2040), Design Load: H 15, Features Intersected: BRANCH, Facility Carried by Structure: BYNUM-LEATH RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 77.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.4 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: 2.48m (8.14ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $830,000, Roadway Improvement Cost: $83,000, Total Project Cost: $913,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10996, Location: BYNUM-LEATHERWOOD (Lat: 33.714967, Lng: -85.869636), Route carried "on" structure: County highway 109, Year Built: 1973, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 8,934 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 13,541 (year 2040), Design Load: H 15, Features Intersected: BRANCH, Facility Carried by Structure: BYNUM-LEATH RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 77.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.4 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: 2.48m (8.14ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $830,000, Roadway Improvement Cost: $83,000, Total Project Cost: $913,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 15063, Location: 55TH ST (Lat: 33.718628, Lng: -85.831333), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 210 (year 1993), Truck Traffic: 1%, Average Future Daily Traffic: 250 (year 2040), Features Intersected: BRANCH, Facility Carried by Structure: 55TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 62.9 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.44m (4.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $247,000, Roadway Improvement Cost: $25,000, Total Project Cost: $272,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 15063, Location: 55TH ST (Lat: 33.718628, Lng: -85.831333), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 210 (year 1993), Truck Traffic: 1%, Average Future Daily Traffic: 250 (year 2040), Features Intersected: BRANCH, Facility Carried by Structure: 55TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 62.9 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.44m (4.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $247,000, Roadway Improvement Cost: $25,000, Total Project Cost: $272,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place