Bridge Statistics for Union, Alabama (AL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 12Number of bridges
- 59ft / 17.8mTotal length
- $10,308,000Total costs
- 8,699Total average daily traffic
- 2,060Total average daily truck traffic
- 10,994Total future (year 2030) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Union
- No street view available for this location
- New bridges - historical statistics
- 21940-1949
- 11950-1959
- 21960-1969
- 11970-1979
- 51980-1989
- 12000-2009
- Bridge Condition - Deck
- 33.3%Very good
- 16.7%Good
- 50.0%Satisfactory
- Bridge Condition - Superstructure
- 16.7%Very good
- 50.0%Good
- 33.3%Satisfactory
- Bridge Condition - Substructure
- 16.7%Very good
- 33.3%Good
- 50.0%Fair
- Bridge Condition - Channel
- 33.3%Good
- 50.0%Satisfactory
- 16.7%Fair
- Bridge Condition - Culverts
- 16.7%Excellent
- 83.3%Good
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Structure Number: 2826, Location: 0.2 MI E MANTUA (Lat: 33.053114, Lng: -87.925406), Route carried "on" structure: County highway 30, Year Built: 1945, Status: Closed, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 212 (year 1995), Truck Traffic: 20%, Average Future Daily Traffic: 240 (year 2031), Design Load: H 10, Features Intersected: LITTLE CREEK, Facility Carried by Structure: CO RD 60
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: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to 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: 3.15m (10.33ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2020, Other Special Inspection Date: March 2021, Bridge Improvement Cost: $519,000, Roadway Improvement Cost: $52,000, Total Project Cost: $571,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 2826, Location: 0.2 MI E MANTUA (Lat: 33.053114, Lng: -87.925406), Route carried "on" structure: County highway 30, Year Built: 1945, Status: Closed, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 212 (year 1995), Truck Traffic: 20%, Average Future Daily Traffic: 240 (year 2031), Design Load: H 10, Features Intersected: LITTLE CREEK, Facility Carried by Structure: CO RD 60
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: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to 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: 3.15m (10.33ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2020, Other Special Inspection Date: March 2021, Bridge Improvement Cost: $519,000, Roadway Improvement Cost: $52,000, Total Project Cost: $571,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 2955, Location: 0.5 MI SE SNODDY (Lat: 33.036081, Lng: -87.872342), Route carried "on" structure: County highway 59, Year Built: 1946, Status: Posted for load, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 232 (year 1995), Truck Traffic: 22%, Average Future Daily Traffic: 264 (year 2034), Design Load: H 10, Features Intersected: BRUSH CREEK, Facility Carried by Structure: CO RD 220
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: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 14.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 10.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, 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: 3.23m (10.60ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: Febuary 2022, Other Special Inspection Date: Febuary 2022, Bridge Improvement Cost: $487,000, Roadway Improvement Cost: $49,000, Total Project Cost: $536,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 2955, Location: 0.5 MI SE SNODDY (Lat: 33.036081, Lng: -87.872342), Route carried "on" structure: County highway 59, Year Built: 1946, Status: Posted for load, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 232 (year 1995), Truck Traffic: 22%, Average Future Daily Traffic: 264 (year 2034), Design Load: H 10, Features Intersected: BRUSH CREEK, Facility Carried by Structure: CO RD 220
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: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 14.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 10.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, 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: 3.23m (10.60ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: Febuary 2022, Other Special Inspection Date: Febuary 2022, Bridge Improvement Cost: $487,000, Roadway Improvement Cost: $49,000, Total Project Cost: $536,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 9118, Location: 2.8 MI SW UNION (Lat: 32.958333, Lng: -87.943333), Route carried "on" structure: County highway 51, Year Built: 1966, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 320 (year 1995), Truck Traffic: 30%, Average Future Daily Traffic: 360 (year 2031), Design Load: HS 20, Features Intersected: INDIAN CREEK, Facility Carried by Structure: CO RD 191
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: 4, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.20m (7.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $2,037,000, Roadway Improvement Cost: $204,000, Total Project Cost: $2,241,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 9118, Location: 2.8 MI SW UNION (Lat: 32.958333, Lng: -87.943333), Route carried "on" structure: County highway 51, Year Built: 1966, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 320 (year 1995), Truck Traffic: 30%, Average Future Daily Traffic: 360 (year 2031), Design Load: HS 20, Features Intersected: INDIAN CREEK, Facility Carried by Structure: CO RD 191
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: 4, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.20m (7.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $2,037,000, Roadway Improvement Cost: $204,000, Total Project Cost: $2,241,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 9119, Location: 1.8 MI SW UNION (Lat: 32.966667, Lng: -87.933333), Route carried "on" structure: County highway 51, Year Built: 1966, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 320 (year 1995), Truck Traffic: 30%, Average Future Daily Traffic: 360 (year 2031), Design Load: HS 20, Features Intersected: CREEK, Facility Carried by Structure: CO RD 191
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: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 65.0 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: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.59m (5.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $1,785,000, Roadway Improvement Cost: $179,000, Total Project Cost: $1,964,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 9119, Location: 1.8 MI SW UNION (Lat: 32.966667, Lng: -87.933333), Route carried "on" structure: County highway 51, Year Built: 1966, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 320 (year 1995), Truck Traffic: 30%, Average Future Daily Traffic: 360 (year 2031), Design Load: HS 20, Features Intersected: CREEK, Facility Carried by Structure: CO RD 191
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: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 65.0 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: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.59m (5.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $1,785,000, Roadway Improvement Cost: $179,000, Total Project Cost: $1,964,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 12173, Location: 0.2 MI W SNODDY (Lat: 33.038167, Lng: -87.879508), Route carried "on" structure: County highway 30, Year Built: 1979, Status: Posted for load, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 320 (year 1995), Truck Traffic: 30%, Average Future Daily Traffic: 360 (year 2030), Design Load: H 15, Features Intersected: CREEK, Facility Carried by Structure: CO RD 60
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: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 31.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.3 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, 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: April 2020, Other Special Inspection Date: May 2021, Bridge Improvement Cost: $294,000, Roadway Improvement Cost: $29,000, Total Project Cost: $323,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 12173, Location: 0.2 MI W SNODDY (Lat: 33.038167, Lng: -87.879508), Route carried "on" structure: County highway 30, Year Built: 1979, Status: Posted for load, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 320 (year 1995), Truck Traffic: 30%, Average Future Daily Traffic: 360 (year 2030), Design Load: H 15, Features Intersected: CREEK, Facility Carried by Structure: CO RD 60
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: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 31.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.3 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, 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: April 2020, Other Special Inspection Date: May 2021, Bridge Improvement Cost: $294,000, Roadway Improvement Cost: $29,000, Total Project Cost: $323,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 12393, Location: 0.6 MI S SNODDY (Lat: 33.030000, Lng: -87.875000), Route carried "on" structure: County highway 51, Year Built: 1980, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 347 (year 1995), Truck Traffic: 33%, Average Future Daily Traffic: 396 (year 2031), Design Load: H 15, Features Intersected: BRUSH CREEK RELIEF, Facility Carried by Structure: CO RD 191
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: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.44m (8.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $469,000, Roadway Improvement Cost: $47,000, Total Project Cost: $516,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 12393, Location: 0.6 MI S SNODDY (Lat: 33.030000, Lng: -87.875000), Route carried "on" structure: County highway 51, Year Built: 1980, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 347 (year 1995), Truck Traffic: 33%, Average Future Daily Traffic: 396 (year 2031), Design Load: H 15, Features Intersected: BRUSH CREEK RELIEF, Facility Carried by Structure: CO RD 191
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: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.44m (8.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $469,000, Roadway Improvement Cost: $47,000, Total Project Cost: $516,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 12394, Location: 0.5 MI S SNODDY (Lat: 33.031667, Lng: -87.875000), Route carried "on" structure: County highway 51, Year Built: 1980, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 347 (year 1995), Truck Traffic: 33%, Average Future Daily Traffic: 396 (year 2031), Design Load: H 15, Features Intersected: BRUSH CREEK, Facility Carried by Structure: CO RD 191
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: Channel Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.81m (12.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $732,000, Roadway Improvement Cost: $73,000, Total Project Cost: $805,000 ( Estimate for 2017), Deck Structure Type: Concrete Precast Panels
Structure Number: 12394, Location: 0.5 MI S SNODDY (Lat: 33.031667, Lng: -87.875000), Route carried "on" structure: County highway 51, Year Built: 1980, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 347 (year 1995), Truck Traffic: 33%, Average Future Daily Traffic: 396 (year 2031), Design Load: H 15, Features Intersected: BRUSH CREEK, Facility Carried by Structure: CO RD 191
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: Channel Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.81m (12.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $732,000, Roadway Improvement Cost: $73,000, Total Project Cost: $805,000 ( Estimate for 2017), Deck Structure Type: Concrete Precast Panels
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Structure Number: 12954, Location: VREDENBURGH (Lat: 31.824800, Lng: -87.318347), Route carried "on" structure: County highway 6, Year Built: 1983, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 150 (year 1993), Truck Traffic: 30%, Average Future Daily Traffic: 300 (year 2033), Design Load: HS 20, Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 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 minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $278,000, Roadway Improvement Cost: $28,000, Total Project Cost: $306,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 12954, Location: VREDENBURGH (Lat: 31.824800, Lng: -87.318347), Route carried "on" structure: County highway 6, Year Built: 1983, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 150 (year 1993), Truck Traffic: 30%, Average Future Daily Traffic: 300 (year 2033), Design Load: HS 20, Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 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 minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $278,000, Roadway Improvement Cost: $28,000, Total Project Cost: $306,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 13255, Location: 3.6 MI. W. OF SWEETWATER (Lat: 32.087975, Lng: -87.906244), Route carried "on" structure: State highway 10, Year Built: 1984, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 2,990 (year 2013), Truck Traffic: 23%, Average Future Daily Traffic: 3,894 (year 2033), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 60.511, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), 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: 81.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.8 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: 1.29m (4.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $417,000, Roadway Improvement Cost: $42,000, Total Project Cost: $459,000 ( Estimate for 2022)
Structure Number: 13255, Location: 3.6 MI. W. OF SWEETWATER (Lat: 32.087975, Lng: -87.906244), Route carried "on" structure: State highway 10, Year Built: 1984, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 2,990 (year 2013), Truck Traffic: 23%, Average Future Daily Traffic: 3,894 (year 2033), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 60.511, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), 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: 81.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.8 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: 1.29m (4.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $417,000, Roadway Improvement Cost: $42,000, Total Project Cost: $459,000 ( Estimate for 2022)
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Structure Number: 1326, Location: 2.6 MI. W. OF DIXONS MILL (Lat: 32.065133, Lng: -87.826642), Route carried "on" structure: State highway 10, Year Built: 1984, Status: Open, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 2,990 (year 2013), Truck Traffic: 24%, Average Future Daily Traffic: 3,894 (year 2033), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 69.411, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), 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: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.81m (5.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $629,000, Roadway Improvement Cost: $63,000, Total Project Cost: $692,000 ( Estimate for 2022)
Structure Number: 1326, Location: 2.6 MI. W. OF DIXONS MILL (Lat: 32.065133, Lng: -87.826642), Route carried "on" structure: State highway 10, Year Built: 1984, Status: Open, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 2,990 (year 2013), Truck Traffic: 24%, Average Future Daily Traffic: 3,894 (year 2033), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 69.411, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), 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: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.81m (5.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $629,000, Roadway Improvement Cost: $63,000, Total Project Cost: $692,000 ( Estimate for 2022)
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Structure Number: 13491, Location: 0 5M WEST OF CO RT 29 (Lat: 32.729058, Lng: -87.365039), Route carried "on" structure: County highway 122, Year Built: 1958, Year Reconstructed: 1985, Status: Posted for load, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 121 (year 1995), Truck Traffic: 2%, Average Future Daily Traffic: 130 (year 2033), Design Load: H 10, Features Intersected: OLD TOWN CREEK, Facility Carried by Structure: WALTER BOYLES RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 2.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 1.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, 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: 2.05m (6.73ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 3 months, Inspection Date: April 2020, Other Special Inspection Date: January 2022, Bridge Improvement Cost: $225,000, Roadway Improvement Cost: $23,000, Total Project Cost: $248,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 13491, Location: 0 5M WEST OF CO RT 29 (Lat: 32.729058, Lng: -87.365039), Route carried "on" structure: County highway 122, Year Built: 1958, Year Reconstructed: 1985, Status: Posted for load, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 121 (year 1995), Truck Traffic: 2%, Average Future Daily Traffic: 130 (year 2033), Design Load: H 10, Features Intersected: OLD TOWN CREEK, Facility Carried by Structure: WALTER BOYLES RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 2.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 1.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, 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: 2.05m (6.73ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 3 months, Inspection Date: April 2020, Other Special Inspection Date: January 2022, Bridge Improvement Cost: $225,000, Roadway Improvement Cost: $23,000, Total Project Cost: $248,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 18519, Location: 1.2 MI S MANTUA (Lat: 33.038489, Lng: -87.928483), Route carried "on" structure: County highway 37, Year Built: 2002, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 350 (year 2002), Average Future Daily Traffic: 400 (year 2030), Design Load: HS 20, Features Intersected: BRUSH CREEK TRIBUTARY, Facility Carried by Structure: COUNTY ROAD 208
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: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Excellent, Operating Rating: 80.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $1,497,000, Roadway Improvement Cost: $150,000, Total Project Cost: $1,647,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 18519, Location: 1.2 MI S MANTUA (Lat: 33.038489, Lng: -87.928483), Route carried "on" structure: County highway 37, Year Built: 2002, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 350 (year 2002), Average Future Daily Traffic: 400 (year 2030), Design Load: HS 20, Features Intersected: BRUSH CREEK TRIBUTARY, Facility Carried by Structure: COUNTY ROAD 208
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: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Excellent, Operating Rating: 80.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $1,497,000, Roadway Improvement Cost: $150,000, Total Project Cost: $1,647,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous