Bridge Statistics for Linden, Alabama (AL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 26Number of bridges
- 285ft / 86.7mTotal length
- $32,223,000Total costs
- 45,573Total average daily traffic
- 6,768Total average daily truck traffic
- 62,339Total future (year 2030) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Linden
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 11940-1949
- 61950-1959
- 11960-1969
- 11970-1979
- 31980-1989
- 71990-1999
- 62000-2009
- Bridge Condition - Deck
- 66.7%Good
- 16.7%Satisfactory
- 16.7%Fair
- Bridge Condition - Superstructure
- 25.0%Very good
- 41.7%Good
- 16.7%Satisfactory
- 16.7%Fair
- Bridge Condition - Substructure
- 8.3%Very good
- 58.3%Good
- 16.7%Satisfactory
- 16.7%Fair
- Bridge Condition - Channel
- 3.8%Excellent
- 23.1%Very good
- 38.5%Good
- 23.1%Satisfactory
- 11.5%Fair
- Bridge Condition - Culverts
- 71.4%Good
- 28.6%Satisfactory
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Structure Number: 404, Location: 4.0MI.E.OF LINDEN (Lat: 32.282050, Lng: -87.744467), Route carried "on" structure: State highway 28, Year Built: 1927, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 1,710 (year 2013), Truck Traffic: 16%, Average Future Daily Traffic: 2,303 (year 2033), Design Load: H 15, Features Intersected: ATKINS CREEK RELIEF
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 75.086, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.69m (12.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $1,918,000, Roadway Improvement Cost: $192,000, Total Project Cost: $2,110,000 ( Estimate for 2022)
Structure Number: 404, Location: 4.0MI.E.OF LINDEN (Lat: 32.282050, Lng: -87.744467), Route carried "on" structure: State highway 28, Year Built: 1927, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 1,710 (year 2013), Truck Traffic: 16%, Average Future Daily Traffic: 2,303 (year 2033), Design Load: H 15, Features Intersected: ATKINS CREEK RELIEF
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 75.086, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.69m (12.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $1,918,000, Roadway Improvement Cost: $192,000, Total Project Cost: $2,110,000 ( Estimate for 2022)
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Structure Number: 2669, Location: 1 MI. S. OF LINDEN (Lat: 32.275189, Lng: -87.794981), Route carried "on" structure: US 43, Year Built: 1942, Status: Open, Structure Length: 1.32m (4.33ft), Average Daily Traffic: 3,600 (year 2013), Truck Traffic: 15%, Average Future Daily Traffic: 4,624 (year 2033), Design Load: H 15, Features Intersected: TWO MILE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 188.757, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 68.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.99m (6.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $679,000, Roadway Improvement Cost: $68,000, Total Project Cost: $747,000 ( Estimate for 2022)
Structure Number: 2669, Location: 1 MI. S. OF LINDEN (Lat: 32.275189, Lng: -87.794981), Route carried "on" structure: US 43, Year Built: 1942, Status: Open, Structure Length: 1.32m (4.33ft), Average Daily Traffic: 3,600 (year 2013), Truck Traffic: 15%, Average Future Daily Traffic: 4,624 (year 2033), Design Load: H 15, Features Intersected: TWO MILE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 188.757, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 68.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.99m (6.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $679,000, Roadway Improvement Cost: $68,000, Total Project Cost: $747,000 ( Estimate for 2022)
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Structure Number: 3618, Location: 2 MI NE PINEHILL (Lat: 33.474000, Lng: -85.386200), Route carried "on" structure: County highway , Year Built: 1950, Status: Posted for load, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 60 (year 1990), Average Future Daily Traffic: 75 (year 2030), Design Load: H 10, Features Intersected: KNAKES CREEK, Facility Carried by Structure: CO RD 579
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), 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: 3.7m (12.1ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 38.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 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: 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, Other Special Inspection Frequency: Every 12 months, Inspection Date: July 2021, Other Special Inspection Date: July 2021, Bridge Improvement Cost: $142,000, Roadway Improvement Cost: $14,000, Total Project Cost: $156,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 3618, Location: 2 MI NE PINEHILL (Lat: 33.474000, Lng: -85.386200), Route carried "on" structure: County highway , Year Built: 1950, Status: Posted for load, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 60 (year 1990), Average Future Daily Traffic: 75 (year 2030), Design Load: H 10, Features Intersected: KNAKES CREEK, Facility Carried by Structure: CO RD 579
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), 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: 3.7m (12.1ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 38.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 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: 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, Other Special Inspection Frequency: Every 12 months, Inspection Date: July 2021, Other Special Inspection Date: July 2021, Bridge Improvement Cost: $142,000, Roadway Improvement Cost: $14,000, Total Project Cost: $156,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 364, Location: 0.6 MI S CR 013 (Lat: 34.344942, Lng: -87.101589), Route carried "on" structure: County highway 4, Year Built: 1950, Status: Posted for load, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 1,339 (year 1983), Truck Traffic: 15%, Average Future Daily Traffic: 3,955 (year 2041), Design Load: HS 15, Features Intersected: DUTTON CREEK
Minimum Vertical Clearance: 0.00m, Kilometerpoint: 0.010, 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: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.77m (5.81ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: September 2021, Other Special Inspection Date: November 2021, Bridge Improvement Cost: $307,000, Roadway Improvement Cost: $31,000, Total Project Cost: $338,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 364, Location: 0.6 MI S CR 013 (Lat: 34.344942, Lng: -87.101589), Route carried "on" structure: County highway 4, Year Built: 1950, Status: Posted for load, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 1,339 (year 1983), Truck Traffic: 15%, Average Future Daily Traffic: 3,955 (year 2041), Design Load: HS 15, Features Intersected: DUTTON CREEK
Minimum Vertical Clearance: 0.00m, Kilometerpoint: 0.010, 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: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.77m (5.81ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: September 2021, Other Special Inspection Date: November 2021, Bridge Improvement Cost: $307,000, Roadway Improvement Cost: $31,000, Total Project Cost: $338,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4671, Location: HOLLAND FINLEY (Lat: 33.787100, Lng: -85.840114), Route carried "on" structure: County highway 114, Year Built: 1953, Year Reconstructed: 1993, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 414 (year 2009), Truck Traffic: 4%, Average Future Daily Traffic: 765 (year 2040), Design Load: HS 20, Features Intersected: WEAVER CREEK, Facility Carried by Structure: HOLLAND FIN. RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.3m (20.7ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 74.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.26m (7.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $366,000, Roadway Improvement Cost: $37,000, Total Project Cost: $403,000 ( Estimate for 2022)
Structure Number: 4671, Location: HOLLAND FINLEY (Lat: 33.787100, Lng: -85.840114), Route carried "on" structure: County highway 114, Year Built: 1953, Year Reconstructed: 1993, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 414 (year 2009), Truck Traffic: 4%, Average Future Daily Traffic: 765 (year 2040), Design Load: HS 20, Features Intersected: WEAVER CREEK, Facility Carried by Structure: HOLLAND FIN. RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.3m (20.7ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 74.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.26m (7.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $366,000, Roadway Improvement Cost: $37,000, Total Project Cost: $403,000 ( Estimate for 2022)
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Structure Number: 5206, Location: 4.7MI.E.OF JEFFERSON (Lat: 32.342883, Lng: -87.844617), Route carried "on" structure: State highway 28, Year Built: 1955, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 1,210 (year 2013), Truck Traffic: 23%, Average Future Daily Traffic: 1,630 (year 2033), Design Load: H 15, Features Intersected: BARTON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 62.225, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 38.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.0 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 minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 6.20m (20.34ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $1,106,000, Roadway Improvement Cost: $111,000, Total Project Cost: $1,217,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 5206, Location: 4.7MI.E.OF JEFFERSON (Lat: 32.342883, Lng: -87.844617), Route carried "on" structure: State highway 28, Year Built: 1955, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 1,210 (year 2013), Truck Traffic: 23%, Average Future Daily Traffic: 1,630 (year 2033), Design Load: H 15, Features Intersected: BARTON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 62.225, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 38.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.0 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 minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 6.20m (20.34ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $1,106,000, Roadway Improvement Cost: $111,000, Total Project Cost: $1,217,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 5267, Location: 4.5MI.W.AL#5 (Lat: 32.282333, Lng: -87.463550), Route carried "on" structure: State highway 66, Year Built: 1955, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 380 (year 2013), Truck Traffic: 18%, Average Future Daily Traffic: 464 (year 2033), Design Load: H 15, Features Intersected: CHILATCHEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.838, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 41.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.6 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.20m (20.34ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $1,106,000, Roadway Improvement Cost: $111,000, Total Project Cost: $1,217,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 5267, Location: 4.5MI.W.AL#5 (Lat: 32.282333, Lng: -87.463550), Route carried "on" structure: State highway 66, Year Built: 1955, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 380 (year 2013), Truck Traffic: 18%, Average Future Daily Traffic: 464 (year 2033), Design Load: H 15, Features Intersected: CHILATCHEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.838, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 41.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.6 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.20m (20.34ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $1,106,000, Roadway Improvement Cost: $111,000, Total Project Cost: $1,217,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 5667, Location: 0.5 MI S CO 191 (Lat: 33.440025, Lng: -86.235192), Route carried "on" structure: County highway 207, Year Built: 1956, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 2,080 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 2,400 (year 2038), Design Load: H 15, Features Intersected: CLEAR CREEK-COLBERT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 40.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: 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: May 2020, Bridge Improvement Cost: $482,000, Roadway Improvement Cost: $48,000, Total Project Cost: $530,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5667, Location: 0.5 MI S CO 191 (Lat: 33.440025, Lng: -86.235192), Route carried "on" structure: County highway 207, Year Built: 1956, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 2,080 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 2,400 (year 2038), Design Load: H 15, Features Intersected: CLEAR CREEK-COLBERT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 40.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: 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: May 2020, Bridge Improvement Cost: $482,000, Roadway Improvement Cost: $48,000, Total Project Cost: $530,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 9781, Location: 2.9 MI N OF JCT US NO 82 (Lat: 32.305006, Lng: -87.742717), Route carried "on" structure: County highway 108, Year Built: 1968, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 160 (year 2009), Truck Traffic: 1%, Average Future Daily Traffic: 175 (year 2034), Design Load: HS 20, Features Intersected: MILL CREEK, Facility Carried by Structure: SHELLY HUGHES ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 40.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.58m (8.46ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $507,000, Roadway Improvement Cost: $51,000, Total Project Cost: $558,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 9781, Location: 2.9 MI N OF JCT US NO 82 (Lat: 32.305006, Lng: -87.742717), Route carried "on" structure: County highway 108, Year Built: 1968, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 160 (year 2009), Truck Traffic: 1%, Average Future Daily Traffic: 175 (year 2034), Design Load: HS 20, Features Intersected: MILL CREEK, Facility Carried by Structure: SHELLY HUGHES ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 40.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.58m (8.46ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $507,000, Roadway Improvement Cost: $51,000, Total Project Cost: $558,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 11958, Location: LINDEN (Lat: 32.290000, Lng: -87.795000), Route carried "on" structure: City street , Year Built: 1978, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 400 (year 1990), Truck Traffic: 1%, Average Future Daily Traffic: 440 (year 2039), Design Load: H 20, Features Intersected: SPRINGFIELD CREEK, Facility Carried by Structure: SHILOH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.100, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.1 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.14m (7.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $366,000, Roadway Improvement Cost: $37,000, Total Project Cost: $403,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 11958, Location: LINDEN (Lat: 32.290000, Lng: -87.795000), Route carried "on" structure: City street , Year Built: 1978, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 400 (year 1990), Truck Traffic: 1%, Average Future Daily Traffic: 440 (year 2039), Design Load: H 20, Features Intersected: SPRINGFIELD CREEK, Facility Carried by Structure: SHILOH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.100, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.1 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.14m (7.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $366,000, Roadway Improvement Cost: $37,000, Total Project Cost: $403,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 13945, Location: 1.05MI N AL 28 (Lat: 32.295064, Lng: -87.732556), Route carried "on" structure: County highway 39, Year Built: 1986, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 125 (year 1988), Truck Traffic: 25%, Average Future Daily Traffic: 175 (year 2041), Design Load: HS 20, Features Intersected: WATKINS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.049, 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: 4, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 57.0 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.23m (7.32ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $645,000, Roadway Improvement Cost: $65,000, Total Project Cost: $710,000 ( Estimate for 2022)
Structure Number: 13945, Location: 1.05MI N AL 28 (Lat: 32.295064, Lng: -87.732556), Route carried "on" structure: County highway 39, Year Built: 1986, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 125 (year 1988), Truck Traffic: 25%, Average Future Daily Traffic: 175 (year 2041), Design Load: HS 20, Features Intersected: WATKINS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.049, 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: 4, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 57.0 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.23m (7.32ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $645,000, Roadway Improvement Cost: $65,000, Total Project Cost: $710,000 ( Estimate for 2022)
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Structure Number: 14568, Location: 4.2MI.E.OF LINDEN (Lat: 32.281833, Lng: -87.741092), Route carried "on" structure: State highway 28, Year Built: 1988, Status: Open, Structure Length: 11.25m (36.91ft), Average Daily Traffic: 1,710 (year 2013), Truck Traffic: 16%, Average Future Daily Traffic: 2,303 (year 2033), Design Load: HS 20, Features Intersected: WATKINS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 75.327, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 56.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.3 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 12.13m (39.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $3,410,000, Roadway Improvement Cost: $341,000, Total Project Cost: $3,751,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 14568, Location: 4.2MI.E.OF LINDEN (Lat: 32.281833, Lng: -87.741092), Route carried "on" structure: State highway 28, Year Built: 1988, Status: Open, Structure Length: 11.25m (36.91ft), Average Daily Traffic: 1,710 (year 2013), Truck Traffic: 16%, Average Future Daily Traffic: 2,303 (year 2033), Design Load: HS 20, Features Intersected: WATKINS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 75.327, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 56.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.3 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 12.13m (39.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $3,410,000, Roadway Improvement Cost: $341,000, Total Project Cost: $3,751,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 14569, Location: 6MI.E.OF LINDEN (Lat: 32.273533, Lng: -87.712217), Route carried "on" structure: State highway 28, Year Built: 1988, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 1,710 (year 2013), Truck Traffic: 16%, Average Future Daily Traffic: 2,303 (year 2033), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 78.359, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 85.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.46m (11.35ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $1,776,000, Roadway Improvement Cost: $178,000, Total Project Cost: $1,954,000 ( Estimate for 2022)
Structure Number: 14569, Location: 6MI.E.OF LINDEN (Lat: 32.273533, Lng: -87.712217), Route carried "on" structure: State highway 28, Year Built: 1988, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 1,710 (year 2013), Truck Traffic: 16%, Average Future Daily Traffic: 2,303 (year 2033), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 78.359, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 85.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.46m (11.35ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $1,776,000, Roadway Improvement Cost: $178,000, Total Project Cost: $1,954,000 ( Estimate for 2022)
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Structure Number: 1569, Location: 3.0 MI. W. OF LINDEN (Lat: 32.341136, Lng: -87.831989), Route carried "on" structure: State highway 28, Year Built: 1992, Status: Open, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 1,870 (year 2013), Truck Traffic: 19%, Average Future Daily Traffic: 2,519 (year 2033), Design Load: HS 20, Features Intersected: CHICKASAW BOGUE REL.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 63.633, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 54.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.68m (15.35ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $1,380,000, Roadway Improvement Cost: $138,000, Total Project Cost: $1,518,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1569, Location: 3.0 MI. W. OF LINDEN (Lat: 32.341136, Lng: -87.831989), Route carried "on" structure: State highway 28, Year Built: 1992, Status: Open, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 1,870 (year 2013), Truck Traffic: 19%, Average Future Daily Traffic: 2,519 (year 2033), Design Load: HS 20, Features Intersected: CHICKASAW BOGUE REL.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 63.633, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 54.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.68m (15.35ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $1,380,000, Roadway Improvement Cost: $138,000, Total Project Cost: $1,518,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 15691, Location: 2.9 MI. W. OF LINDEN (Lat: 32.339206, Lng: -87.830164), Route carried "on" structure: State highway 28, Year Built: 1992, Status: Open, Structure Length: 5.00m (16.40ft), Average Daily Traffic: 1,870 (year 2013), Truck Traffic: 19%, Average Future Daily Traffic: 2,519 (year 2033), Design Load: HS 20, Features Intersected: CHICKASAW BOGUE REL.
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 63.794, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.02m (19.75ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $1,774,000, Roadway Improvement Cost: $177,000, Total Project Cost: $1,951,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 15691, Location: 2.9 MI. W. OF LINDEN (Lat: 32.339206, Lng: -87.830164), Route carried "on" structure: State highway 28, Year Built: 1992, Status: Open, Structure Length: 5.00m (16.40ft), Average Daily Traffic: 1,870 (year 2013), Truck Traffic: 19%, Average Future Daily Traffic: 2,519 (year 2033), Design Load: HS 20, Features Intersected: CHICKASAW BOGUE REL.
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 63.794, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.02m (19.75ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $1,774,000, Roadway Improvement Cost: $177,000, Total Project Cost: $1,951,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 15692, Location: 2.3 MI. W. OF LINDEN (Lat: 32.333167, Lng: -87.824683), Route carried "on" structure: State highway 28, Year Built: 1992, Status: Open, Structure Length: 7.50m (24.61ft), Average Daily Traffic: 1,870 (year 2013), Truck Traffic: 19%, Average Future Daily Traffic: 2,519 (year 2033), Design Load: HS 20, Features Intersected: CHICKASAW BOGUE REL.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 64.760, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 53.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.3 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.52m (27.95ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $2,513,000, Roadway Improvement Cost: $251,000, Total Project Cost: $2,764,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 15692, Location: 2.3 MI. W. OF LINDEN (Lat: 32.333167, Lng: -87.824683), Route carried "on" structure: State highway 28, Year Built: 1992, Status: Open, Structure Length: 7.50m (24.61ft), Average Daily Traffic: 1,870 (year 2013), Truck Traffic: 19%, Average Future Daily Traffic: 2,519 (year 2033), Design Load: HS 20, Features Intersected: CHICKASAW BOGUE REL.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 64.760, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 53.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.3 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.52m (27.95ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $2,513,000, Roadway Improvement Cost: $251,000, Total Project Cost: $2,764,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 15693, Location: 2.1 MI. W. OF LINDEN (Lat: 32.330036, Lng: -87.823492), Route carried "on" structure: State highway 28, Year Built: 1992, Status: Open, Structure Length: 6.25m (20.51ft), Average Daily Traffic: 1,870 (year 2013), Truck Traffic: 19%, Average Future Daily Traffic: 2,519 (year 2033), Design Load: HS 20, Features Intersected: CHICKASAW BOGUE REL.
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 65.082, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.29m (23.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $2,150,000, Roadway Improvement Cost: $215,000, Total Project Cost: $2,365,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 15693, Location: 2.1 MI. W. OF LINDEN (Lat: 32.330036, Lng: -87.823492), Route carried "on" structure: State highway 28, Year Built: 1992, Status: Open, Structure Length: 6.25m (20.51ft), Average Daily Traffic: 1,870 (year 2013), Truck Traffic: 19%, Average Future Daily Traffic: 2,519 (year 2033), Design Load: HS 20, Features Intersected: CHICKASAW BOGUE REL.
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 65.082, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.29m (23.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $2,150,000, Roadway Improvement Cost: $215,000, Total Project Cost: $2,365,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 15917, Location: 3.5 MI. S. OF LINDEN (Lat: 32.274150, Lng: -87.852867), Route carried "on" structure: State highway 69, Year Built: 1993, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 2,210 (year 2013), Truck Traffic: 15%, Average Future Daily Traffic: 2,873 (year 2033), Design Load: HS 20, Features Intersected: BUCKEYE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 113.211, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 69.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.02m (6.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $373,000, Roadway Improvement Cost: $37,000, Total Project Cost: $410,000 ( Estimate for 2022)
Structure Number: 15917, Location: 3.5 MI. S. OF LINDEN (Lat: 32.274150, Lng: -87.852867), Route carried "on" structure: State highway 69, Year Built: 1993, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 2,210 (year 2013), Truck Traffic: 15%, Average Future Daily Traffic: 2,873 (year 2033), Design Load: HS 20, Features Intersected: BUCKEYE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 113.211, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 69.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.02m (6.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $373,000, Roadway Improvement Cost: $37,000, Total Project Cost: $410,000 ( Estimate for 2022)
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Structure Number: 15919, Location: .5 MI. S. OF LINDEN (Lat: 32.285853, Lng: -87.803583), Route carried "on" structure: State highway 69, Year Built: 1993, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 1,960 (year 2013), Truck Traffic: 13%, Average Future Daily Traffic: 2,548 (year 2033), Design Load: HS 20, Features Intersected: SYCAMORE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 117.978, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.62m (8.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $1,088,000, Roadway Improvement Cost: $109,000, Total Project Cost: $1,197,000 ( Estimate for 2022)
Structure Number: 15919, Location: .5 MI. S. OF LINDEN (Lat: 32.285853, Lng: -87.803583), Route carried "on" structure: State highway 69, Year Built: 1993, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 1,960 (year 2013), Truck Traffic: 13%, Average Future Daily Traffic: 2,548 (year 2033), Design Load: HS 20, Features Intersected: SYCAMORE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 117.978, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.62m (8.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $1,088,000, Roadway Improvement Cost: $109,000, Total Project Cost: $1,197,000 ( Estimate for 2022)
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Structure Number: 1592, Location: 2.1 MILES S. OF LINDEN (Lat: 32.279867, Lng: -87.830033), Route carried "on" structure: State highway 69, Year Built: 1993, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 1,960 (year 2013), Truck Traffic: 13%, Average Future Daily Traffic: 2,548 (year 2033), Design Load: HS 20, Features Intersected: 3 MILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 115.419, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable 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: September 2021, Bridge Improvement Cost: $527,000, Roadway Improvement Cost: $53,000, Total Project Cost: $580,000 ( Estimate for 2022)
Structure Number: 1592, Location: 2.1 MILES S. OF LINDEN (Lat: 32.279867, Lng: -87.830033), Route carried "on" structure: State highway 69, Year Built: 1993, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 1,960 (year 2013), Truck Traffic: 13%, Average Future Daily Traffic: 2,548 (year 2033), Design Load: HS 20, Features Intersected: 3 MILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 115.419, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable 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: September 2021, Bridge Improvement Cost: $527,000, Roadway Improvement Cost: $53,000, Total Project Cost: $580,000 ( Estimate for 2022)
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Structure Number: 18491, Location: LINDEN (Lat: 32.290078, Lng: -87.796808), Route carried "on" structure: US 43, Year Built: 2008, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 5,900 (year 2013), Truck Traffic: 11%, Average Future Daily Traffic: 7,579 (year 2033), Design Load: HS 20, Features Intersected: SPRINGFIELD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 190.770, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, 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: 11.2m (36.7ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.27m (7.45ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $498,000, Roadway Improvement Cost: $50,000, Total Project Cost: $548,000 ( Estimate for 2022)
Structure Number: 18491, Location: LINDEN (Lat: 32.290078, Lng: -87.796808), Route carried "on" structure: US 43, Year Built: 2008, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 5,900 (year 2013), Truck Traffic: 11%, Average Future Daily Traffic: 7,579 (year 2033), Design Load: HS 20, Features Intersected: SPRINGFIELD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 190.770, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, 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: 11.2m (36.7ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.27m (7.45ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $498,000, Roadway Improvement Cost: $50,000, Total Project Cost: $548,000 ( Estimate for 2022)
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Structure Number: 18575, Location: 2.6 MILES W.OF LINDEN (Lat: 32.336350, Lng: -87.827472), Route carried "on" structure: State highway 28, Year Built: 2006, Status: Open, Structure Length: 9.04m (29.66ft), Average Daily Traffic: 1,870 (year 2013), Truck Traffic: 19%, Average Future Daily Traffic: 2,519 (year 2033), Design Load: HS 20, Features Intersected: CHICKASAW BOGUE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 64.276, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 71.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.9 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.01m (32.84ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $2,883,000, Roadway Improvement Cost: $288,000, Total Project Cost: $3,171,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 18575, Location: 2.6 MILES W.OF LINDEN (Lat: 32.336350, Lng: -87.827472), Route carried "on" structure: State highway 28, Year Built: 2006, Status: Open, Structure Length: 9.04m (29.66ft), Average Daily Traffic: 1,870 (year 2013), Truck Traffic: 19%, Average Future Daily Traffic: 2,519 (year 2033), Design Load: HS 20, Features Intersected: CHICKASAW BOGUE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 64.276, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 71.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.9 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.01m (32.84ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $2,883,000, Roadway Improvement Cost: $288,000, Total Project Cost: $3,171,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 18595, Location: 0.5 MI. N OF LINDEN (Lat: 32.327467, Lng: -87.794375), Route carried "on" structure: US 43, Year Built: 2004, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 6,130 (year 2013), Truck Traffic: 9%, Average Future Daily Traffic: 7,874 (year 2033), Design Load: HS 20, Features Intersected: CHICKASAW BOGUE CR REL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 194.811, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Excellent, Operating Rating: 71.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.08m (16.67ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $1,463,000, Roadway Improvement Cost: $146,000, Total Project Cost: $1,609,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 18595, Location: 0.5 MI. N OF LINDEN (Lat: 32.327467, Lng: -87.794375), Route carried "on" structure: US 43, Year Built: 2004, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 6,130 (year 2013), Truck Traffic: 9%, Average Future Daily Traffic: 7,874 (year 2033), Design Load: HS 20, Features Intersected: CHICKASAW BOGUE CR REL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 194.811, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Excellent, Operating Rating: 71.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.08m (16.67ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $1,463,000, Roadway Improvement Cost: $146,000, Total Project Cost: $1,609,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 18807, Location: 0.75 MI. N. OF AL 28 (Lat: 32.351967, Lng: -87.846192), Route carried "on" structure: County highway 19, Year Built: 2004, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 1,055 (year 2003), Truck Traffic: 25%, Average Future Daily Traffic: 1,570 (year 2042), Design Load: HS 20, Features Intersected: TRIB OF BARTON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 63.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.27m (7.45ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $682,000, Roadway Improvement Cost: $68,000, Total Project Cost: $750,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 18807, Location: 0.75 MI. N. OF AL 28 (Lat: 32.351967, Lng: -87.846192), Route carried "on" structure: County highway 19, Year Built: 2004, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 1,055 (year 2003), Truck Traffic: 25%, Average Future Daily Traffic: 1,570 (year 2042), Design Load: HS 20, Features Intersected: TRIB OF BARTON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 63.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.27m (7.45ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $682,000, Roadway Improvement Cost: $68,000, Total Project Cost: $750,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 18808, Location: 1.5 MI NORTH OF AL. 28 (Lat: 32.355039, Lng: -87.846786), Route carried "on" structure: County highway 19, Year Built: 2004, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 1,055 (year 2003), Truck Traffic: 25%, Average Future Daily Traffic: 1,570 (year 2042), Design Load: HS 20, Features Intersected: BARTON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.6 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.58m (15.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $847,000, Roadway Improvement Cost: $85,000, Total Project Cost: $932,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 18808, Location: 1.5 MI NORTH OF AL. 28 (Lat: 32.355039, Lng: -87.846786), Route carried "on" structure: County highway 19, Year Built: 2004, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 1,055 (year 2003), Truck Traffic: 25%, Average Future Daily Traffic: 1,570 (year 2042), Design Load: HS 20, Features Intersected: BARTON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.6 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.58m (15.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $847,000, Roadway Improvement Cost: $85,000, Total Project Cost: $932,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 18809, Location: 1.75 MI NORTH OF AL. 28 (Lat: 32.362308, Lng: -87.847236), Route carried "on" structure: County highway 19, Year Built: 2004, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 1,055 (year 2003), Truck Traffic: 25%, Average Future Daily Traffic: 1,570 (year 2042), Design Load: HS 20, Features Intersected: TRIB OF BARTON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.64m (5.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $304,000, Roadway Improvement Cost: $30,000, Total Project Cost: $334,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 18809, Location: 1.75 MI NORTH OF AL. 28 (Lat: 32.362308, Lng: -87.847236), Route carried "on" structure: County highway 19, Year Built: 2004, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 1,055 (year 2003), Truck Traffic: 25%, Average Future Daily Traffic: 1,570 (year 2042), Design Load: HS 20, Features Intersected: TRIB OF BARTON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.64m (5.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $304,000, Roadway Improvement Cost: $30,000, Total Project Cost: $334,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place