Bridge Statistics for Columbiana, Alabama (AL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 19Number of bridges
- 220ft / 67.4mTotal length
- $29,239,000Total costs
- 60,777Total average daily traffic
- 3,798Total average daily truck traffic
- 88,342Total future (year 2031) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Columbiana
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 11940-1949
- 21950-1959
- 71960-1969
- 21980-1989
- 21990-1999
- 42000-2009
- Bridge Condition - Deck
- 11.1%Very good
- 22.2%Good
- 44.4%Satisfactory
- 22.2%Fair
- Bridge Condition - Superstructure
- 11.1%Very good
- 33.3%Good
- 33.3%Satisfactory
- 22.2%Fair
- Bridge Condition - Substructure
- 22.2%Very good
- 33.3%Good
- 11.1%Satisfactory
- 33.3%Fair
- Bridge Condition - Channel
- 38.9%Good
- 33.3%Satisfactory
- 16.7%Fair
- 11.1%Poor
- Bridge Condition - Culverts
- 10.0%Very good
- 60.0%Good
- 30.0%Satisfactory
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Structure Number: 1172, Location: 0.2 MI S JCT CO 26 (Lat: 33.190689, Lng: -86.674147), Route carried "on" structure: County highway , Year Built: 1935, Status: Posted for load, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 40 (year 2020), Average Future Daily Traffic: 56 (year 2040), Features Intersected: BIG CREEK, Facility Carried by Structure: ATCHISON TRACE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 2.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 1.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.77m (5.81ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: September 2020, Other Special Inspection Date: September 2021, Bridge Improvement Cost: $243,000, Roadway Improvement Cost: $24,000, Total Project Cost: $267,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1172, Location: 0.2 MI S JCT CO 26 (Lat: 33.190689, Lng: -86.674147), Route carried "on" structure: County highway , Year Built: 1935, Status: Posted for load, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 40 (year 2020), Average Future Daily Traffic: 56 (year 2040), Features Intersected: BIG CREEK, Facility Carried by Structure: ATCHISON TRACE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 2.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 1.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.77m (5.81ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: September 2020, Other Special Inspection Date: September 2021, Bridge Improvement Cost: $243,000, Roadway Improvement Cost: $24,000, Total Project Cost: $267,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 2847, Location: AT JCT OF CO. RD. 77 (Lat: 33.183372, Lng: -86.543703), Route carried "on" structure: County highway 61, Year Built: 1945, Status: Posted for load, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 1,000 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 1,640 (year 2041), Design Load: H 20, Features Intersected: BEESWAX CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), 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: 6.7m (22.0ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 37.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 6.21m (20.37ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: November 2021, Other Special Inspection Date: November 2021, Bridge Improvement Cost: $979,000, Roadway Improvement Cost: $98,000, Total Project Cost: $1,077,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 2847, Location: AT JCT OF CO. RD. 77 (Lat: 33.183372, Lng: -86.543703), Route carried "on" structure: County highway 61, Year Built: 1945, Status: Posted for load, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 1,000 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 1,640 (year 2041), Design Load: H 20, Features Intersected: BEESWAX CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), 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: 6.7m (22.0ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 37.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 6.21m (20.37ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: November 2021, Other Special Inspection Date: November 2021, Bridge Improvement Cost: $979,000, Roadway Improvement Cost: $98,000, Total Project Cost: $1,077,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 3726, Location: 1.5 MI NW JCT AL 70 (Lat: 33.193842, Lng: -86.656583), Route carried "on" structure: County highway 26, Year Built: 1950, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 4,401 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 6,977 (year 2040), Design Load: H 15, Features Intersected: WOLF CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.54m (8.33ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $588,000, Roadway Improvement Cost: $59,000, Total Project Cost: $647,000 ( Estimate for 2022)
Structure Number: 3726, Location: 1.5 MI NW JCT AL 70 (Lat: 33.193842, Lng: -86.656583), Route carried "on" structure: County highway 26, Year Built: 1950, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 4,401 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 6,977 (year 2040), Design Load: H 15, Features Intersected: WOLF CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.54m (8.33ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $588,000, Roadway Improvement Cost: $59,000, Total Project Cost: $647,000 ( Estimate for 2022)
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Structure Number: 4977, Location: 1.1 MI SE ALA HWY 17 (Lat: 32.328333, Lng: -88.163333), Route carried "on" structure: County highway 1251, Year Built: 1954, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 226 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 336 (year 2038), Design Load: H 15, Features Intersected: CO RT 1251 STREAM, Facility Carried by Structure: ROADWAY
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: 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: 88.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.25m (4.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $225,000, Roadway Improvement Cost: $23,000, Total Project Cost: $248,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4977, Location: 1.1 MI SE ALA HWY 17 (Lat: 32.328333, Lng: -88.163333), Route carried "on" structure: County highway 1251, Year Built: 1954, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 226 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 336 (year 2038), Design Load: H 15, Features Intersected: CO RT 1251 STREAM, Facility Carried by Structure: ROADWAY
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: 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: 88.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.25m (4.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $225,000, Roadway Improvement Cost: $23,000, Total Project Cost: $248,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6767, Location: .5 MI SE CO B10 CO 48 JCT (Lat: 34.517542, Lng: -87.624336), Route carried "on" structure: County highway B10, Year Built: 1960, Status: Posted for load, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 110 (year 1986), Truck Traffic: 5%, Average Future Daily Traffic: 296 (year 2031), Features Intersected: LITTLE MUD CREEK
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), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 28.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, 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: October 2020, Other Special Inspection Date: October 2021, Bridge Improvement Cost: $211,000, Roadway Improvement Cost: $21,000, Total Project Cost: $232,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 6767, Location: .5 MI SE CO B10 CO 48 JCT (Lat: 34.517542, Lng: -87.624336), Route carried "on" structure: County highway B10, Year Built: 1960, Status: Posted for load, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 110 (year 1986), Truck Traffic: 5%, Average Future Daily Traffic: 296 (year 2031), Features Intersected: LITTLE MUD CREEK
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), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 28.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, 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: October 2020, Other Special Inspection Date: October 2021, Bridge Improvement Cost: $211,000, Roadway Improvement Cost: $21,000, Total Project Cost: $232,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 7965, Location: .1 MI. SO. AL 70 (Lat: 33.177731, Lng: -86.616336), Route carried "on" structure: State highway 25, Year Built: 1963, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 3,630 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 4,813 (year 2040), Design Load: H 15, Features Intersected: TOWN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 207.259, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.45m (4.76ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $494,000, Roadway Improvement Cost: $49,000, Total Project Cost: $543,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 7965, Location: .1 MI. SO. AL 70 (Lat: 33.177731, Lng: -86.616336), Route carried "on" structure: State highway 25, Year Built: 1963, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 3,630 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 4,813 (year 2040), Design Load: H 15, Features Intersected: TOWN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 207.259, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.45m (4.76ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $494,000, Roadway Improvement Cost: $49,000, Total Project Cost: $543,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 8434, Location: 2 MI W JCT SR 253 (Lat: 33.941422, Lng: -87.846839), Route carried "on" structure: US 118, Year Built: 1964, Status: Open, Structure Length: 8.78m (28.81ft), Average Daily Traffic: 7,590 (year 2017), Truck Traffic: 9%, Average Future Daily Traffic: 10,446 (year 2033), Design Load: HS 20, Features Intersected: Luxapalilla Creek
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 38.862, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 17.4m (57.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 55.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.76m (32.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $3,815,000, Roadway Improvement Cost: $382,000, Total Project Cost: $4,197,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 8434, Location: 2 MI W JCT SR 253 (Lat: 33.941422, Lng: -87.846839), Route carried "on" structure: US 118, Year Built: 1964, Status: Open, Structure Length: 8.78m (28.81ft), Average Daily Traffic: 7,590 (year 2017), Truck Traffic: 9%, Average Future Daily Traffic: 10,446 (year 2033), Design Load: HS 20, Features Intersected: Luxapalilla Creek
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 38.862, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 17.4m (57.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 55.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.76m (32.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $3,815,000, Roadway Improvement Cost: $382,000, Total Project Cost: $4,197,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 9177, Location: SR 163 @ I-10 INTERCHANGE (Lat: 30.639158, Lng: -88.089000), Route carried "on" structure: State highway 163, Year Built: 1966, Status: Open, Structure Length: 24.81m (81.40ft), Average Daily Traffic: 28,382 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 42,573 (year 2039), Design Load: HS 20, Features Intersected: I-10/CSX RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.779, Lanes on structure: 4, Lanes under structure: 21, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 22 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 8, Number Of Approach Spans: 5, Length of Maximum Span: 35.7m (117.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 17.0m (55.8ft), Out-to-Out Width: 20.8m (68.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 40.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 24.81m (81.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $11,569,000, Roadway Improvement Cost: $1,157,000, Total Project Cost: $12,726,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 9177, Location: SR 163 @ I-10 INTERCHANGE (Lat: 30.639158, Lng: -88.089000), Route carried "on" structure: State highway 163, Year Built: 1966, Status: Open, Structure Length: 24.81m (81.40ft), Average Daily Traffic: 28,382 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 42,573 (year 2039), Design Load: HS 20, Features Intersected: I-10/CSX RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.779, Lanes on structure: 4, Lanes under structure: 21, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 22 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 8, Number Of Approach Spans: 5, Length of Maximum Span: 35.7m (117.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 17.0m (55.8ft), Out-to-Out Width: 20.8m (68.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 40.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 24.81m (81.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $11,569,000, Roadway Improvement Cost: $1,157,000, Total Project Cost: $12,726,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 9439, Location: 1.6 MI N INT RT 87 * 130 (Lat: 32.041700, Lng: -88.172003), Route carried "on" structure: County highway 130, Year Built: 1967, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 450 (year 1996), Truck Traffic: 12%, Average Future Daily Traffic: 412 (year 2036), Design Load: H 15, Features Intersected: OPOSSUM BRANCH, Facility Carried by Structure: CO RD 43
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 43.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.38m (4.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $294,000, Roadway Improvement Cost: $29,000, Total Project Cost: $323,000 ( Estimate for 2022)
Structure Number: 9439, Location: 1.6 MI N INT RT 87 * 130 (Lat: 32.041700, Lng: -88.172003), Route carried "on" structure: County highway 130, Year Built: 1967, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 450 (year 1996), Truck Traffic: 12%, Average Future Daily Traffic: 412 (year 2036), Design Load: H 15, Features Intersected: OPOSSUM BRANCH, Facility Carried by Structure: CO RD 43
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 43.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.38m (4.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $294,000, Roadway Improvement Cost: $29,000, Total Project Cost: $323,000 ( Estimate for 2022)
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Structure Number: 9946, Location: 1500' N AL 79 (Lat: 33.622367, Lng: -86.740883), Route carried "on" structure: County highway , Year Built: 1969, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 1,825 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 2,545 (year 2040), Design Load: H 20, Features Intersected: BARTON BRANCH, Facility Carried by Structure: PAWNEE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.3m (20.7ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.0m (29.5ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 51.5 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.69m (8.83ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $572,000, Roadway Improvement Cost: $57,000, Total Project Cost: $629,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 9946, Location: 1500' N AL 79 (Lat: 33.622367, Lng: -86.740883), Route carried "on" structure: County highway , Year Built: 1969, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 1,825 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 2,545 (year 2040), Design Load: H 20, Features Intersected: BARTON BRANCH, Facility Carried by Structure: PAWNEE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.3m (20.7ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.0m (29.5ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 51.5 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.69m (8.83ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $572,000, Roadway Improvement Cost: $57,000, Total Project Cost: $629,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 9947, Location: 3.4 MI. W. ALA. 17 (Lat: 33.940806, Lng: -88.204111), Route carried "on" structure: County highway 35, Year Built: 1969, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 120 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 178 (year 2036), Design Load: H 15, Features Intersected: LOST REED CREEK, Facility Carried by Structure: LOST CREEK RD
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), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 78.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.0 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: 1.58m (5.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $319,000, Roadway Improvement Cost: $32,000, Total Project Cost: $351,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 9947, Location: 3.4 MI. W. ALA. 17 (Lat: 33.940806, Lng: -88.204111), Route carried "on" structure: County highway 35, Year Built: 1969, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 120 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 178 (year 2036), Design Load: H 15, Features Intersected: LOST REED CREEK, Facility Carried by Structure: LOST CREEK RD
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), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 78.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.0 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: 1.58m (5.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $319,000, Roadway Improvement Cost: $32,000, Total Project Cost: $351,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1258, Location: 3.75MI W JCT AL 25 (Lat: 33.213611, Lng: -86.659756), Route carried "on" structure: County highway 34, Year Built: 1981, Status: Posted for load, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 388 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 585 (year 2040), Design Load: H 20, Features Intersected: STREAM OFF WOLF CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.5m (21.3ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 31.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 1.71m (5.61ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2020, Other Special Inspection Date: July 2021, Bridge Improvement Cost: $351,000, Roadway Improvement Cost: $35,000, Total Project Cost: $386,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 1258, Location: 3.75MI W JCT AL 25 (Lat: 33.213611, Lng: -86.659756), Route carried "on" structure: County highway 34, Year Built: 1981, Status: Posted for load, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 388 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 585 (year 2040), Design Load: H 20, Features Intersected: STREAM OFF WOLF CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.5m (21.3ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 31.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 1.71m (5.61ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2020, Other Special Inspection Date: July 2021, Bridge Improvement Cost: $351,000, Roadway Improvement Cost: $35,000, Total Project Cost: $386,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 13326, Location: 2.3 MI W JCT AL 25 (Lat: 33.248906, Lng: -86.569878), Route carried "on" structure: County highway 49, Year Built: 1984, Status: Open, Structure Length: 1.39m (4.56ft), Average Daily Traffic: 384 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 820 (year 2041), Design Load: HS 20, Features Intersected: FOURMILE CK
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: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 16.3m (53.5ft), Out-to-Out Width: 17.2m (56.4ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 88.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.06m (6.76ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $666,000, Roadway Improvement Cost: $67,000, Total Project Cost: $733,000 ( Estimate for 2022)
Structure Number: 13326, Location: 2.3 MI W JCT AL 25 (Lat: 33.248906, Lng: -86.569878), Route carried "on" structure: County highway 49, Year Built: 1984, Status: Open, Structure Length: 1.39m (4.56ft), Average Daily Traffic: 384 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 820 (year 2041), Design Load: HS 20, Features Intersected: FOURMILE CK
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: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 16.3m (53.5ft), Out-to-Out Width: 17.2m (56.4ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 88.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.06m (6.76ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $666,000, Roadway Improvement Cost: $67,000, Total Project Cost: $733,000 ( Estimate for 2022)
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Structure Number: 15619, Location: 5.25M. NW. JCT ST. HWY 70 (Lat: 33.202158, Lng: -86.708050), Route carried "on" structure: County highway 26, Year Built: 1992, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 4,500 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 6,300 (year 2041), Design Load: HS 20, Features Intersected: N.FORK BIG CREEK
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: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Poor, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.8 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: 1.64m (5.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $512,000, Roadway Improvement Cost: $51,000, Total Project Cost: $563,000 ( Estimate for 2022)
Structure Number: 15619, Location: 5.25M. NW. JCT ST. HWY 70 (Lat: 33.202158, Lng: -86.708050), Route carried "on" structure: County highway 26, Year Built: 1992, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 4,500 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 6,300 (year 2041), Design Load: HS 20, Features Intersected: N.FORK BIG CREEK
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: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Poor, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.8 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: 1.64m (5.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $512,000, Roadway Improvement Cost: $51,000, Total Project Cost: $563,000 ( Estimate for 2022)
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Structure Number: 1644, Location: 3.4 MI W JCT ST 25 (Lat: 33.209797, Lng: -86.653817), Route carried "on" structure: County highway 34, Year Built: 1995, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 500 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 700 (year 2040), Design Load: HS 20, Features Intersected: N FORK WOLF CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County 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), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 85.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.62m (5.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $393,000, Roadway Improvement Cost: $39,000, Total Project Cost: $432,000 ( Estimate for 2022)
Structure Number: 1644, Location: 3.4 MI W JCT ST 25 (Lat: 33.209797, Lng: -86.653817), Route carried "on" structure: County highway 34, Year Built: 1995, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 500 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 700 (year 2040), Design Load: HS 20, Features Intersected: N FORK WOLF CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County 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), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 85.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.62m (5.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $393,000, Roadway Improvement Cost: $39,000, Total Project Cost: $432,000 ( Estimate for 2022)
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Structure Number: 17648, Location: 02 MI. WEST JCT.CO. RD. 5 (Lat: 33.196967, Lng: -86.559025), Route carried "on" structure: County highway 30, Year Built: 2001, Status: Open, Structure Length: 5.00m (16.40ft), Average Daily Traffic: 1,161 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 2,142 (year 2041), Design Load: HS 20, Features Intersected: BEESWAX CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 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: 6.02m (19.75ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $1,320,000, Roadway Improvement Cost: $132,000, Total Project Cost: $1,452,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 17648, Location: 02 MI. WEST JCT.CO. RD. 5 (Lat: 33.196967, Lng: -86.559025), Route carried "on" structure: County highway 30, Year Built: 2001, Status: Open, Structure Length: 5.00m (16.40ft), Average Daily Traffic: 1,161 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 2,142 (year 2041), Design Load: HS 20, Features Intersected: BEESWAX CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 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: 6.02m (19.75ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $1,320,000, Roadway Improvement Cost: $132,000, Total Project Cost: $1,452,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 18751, Location: AL 70 @ WAXAHATCHEE CK (Lat: 33.179856, Lng: -86.654025), Route carried "on" structure: State highway 70, Year Built: 2007, Status: Open, Structure Length: 9.14m (29.99ft), Average Daily Traffic: 5,420 (year 2022), Truck Traffic: 7%, Average Future Daily Traffic: 6,613 (year 2042), Design Load: HS 20, Features Intersected: WAXAHATCHEE CREEK
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 9.627, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 85.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.5 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: Superior to present desirable criteria, Length Of Structure Improvement: 10.11m (33.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $3,189,000, Roadway Improvement Cost: $319,000, Total Project Cost: $3,508,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 18751, Location: AL 70 @ WAXAHATCHEE CK (Lat: 33.179856, Lng: -86.654025), Route carried "on" structure: State highway 70, Year Built: 2007, Status: Open, Structure Length: 9.14m (29.99ft), Average Daily Traffic: 5,420 (year 2022), Truck Traffic: 7%, Average Future Daily Traffic: 6,613 (year 2042), Design Load: HS 20, Features Intersected: WAXAHATCHEE CREEK
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 9.627, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 85.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.5 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: Superior to present desirable criteria, Length Of Structure Improvement: 10.11m (33.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $3,189,000, Roadway Improvement Cost: $319,000, Total Project Cost: $3,508,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 19305, Location: 1.1 MI. FROM AL 70 (Lat: 33.161514, Lng: -86.669153), Route carried "on" structure: County highway , Year Built: 2003, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 600 (year 2020), Average Future Daily Traffic: 840 (year 2040), Design Load: HS 20, Features Intersected: UT TO CAMP BRANCH, Facility Carried by Structure: CR 97
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.5m (4.9ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.44m (4.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $542,000, Roadway Improvement Cost: $54,000, Total Project Cost: $596,000 ( Estimate for 2022)
Structure Number: 19305, Location: 1.1 MI. FROM AL 70 (Lat: 33.161514, Lng: -86.669153), Route carried "on" structure: County highway , Year Built: 2003, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 600 (year 2020), Average Future Daily Traffic: 840 (year 2040), Design Load: HS 20, Features Intersected: UT TO CAMP BRANCH, Facility Carried by Structure: CR 97
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.5m (4.9ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.44m (4.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $542,000, Roadway Improvement Cost: $54,000, Total Project Cost: $596,000 ( Estimate for 2022)
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Structure Number: 19317, Location: CR 446 1/2 MI FROM CR 47 (Lat: 33.245806, Lng: -86.614831), Route carried "on" structure: County highway 446, Year Built: 2001, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 50 (year 2020), Average Future Daily Traffic: 70 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 56.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.29m (4.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $299,000, Roadway Improvement Cost: $30,000, Total Project Cost: $329,000 ( Estimate for 2022)
Structure Number: 19317, Location: CR 446 1/2 MI FROM CR 47 (Lat: 33.245806, Lng: -86.614831), Route carried "on" structure: County highway 446, Year Built: 2001, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 50 (year 2020), Average Future Daily Traffic: 70 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 56.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.29m (4.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $299,000, Roadway Improvement Cost: $30,000, Total Project Cost: $329,000 ( Estimate for 2022)