Bridge Statistics for Union Springs, Alabama (AL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 19Number of bridges
- 161ft / 48.6mTotal length
- $18,723,000Total costs
- 39,050Total average daily traffic
- 4,781Total average daily truck traffic
- 52,209Total future (year 2033) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Union Springs
- No street view available for this location
- New bridges - historical statistics
- 41920-1929
- 51950-1959
- 11960-1969
- 61980-1989
- 32000-2009
- Bridge Condition - Deck
- 40.0%Good
- 50.0%Satisfactory
- 10.0%Fair
- Bridge Condition - Superstructure
- 30.0%Very good
- 30.0%Good
- 30.0%Satisfactory
- 10.0%Fair
- Bridge Condition - Substructure
- 30.0%Very good
- 20.0%Good
- 40.0%Satisfactory
- 10.0%Fair
- Bridge Condition - Channel
- 5.9%Very good
- 23.5%Good
- 52.9%Satisfactory
- 17.6%Fair
- Bridge Condition - Culverts
- 77.8%Satisfactory
- 22.2%Fair
Find on map >> Show street view
Structure Number: 499, Location: 1.5 MI.N.OF AL.239 JCT (Lat: 32.094167, Lng: -85.691950), Route carried "on" structure: US 29, Year Built: 1928, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 2,520 (year 2013), Truck Traffic: 15%, Average Future Daily Traffic: 3,503 (year 2033), Design Load: H 15, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 224.513, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 82.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.68m (5.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $320,000, Roadway Improvement Cost: $32,000, Total Project Cost: $352,000 ( Estimate for 2022)
Structure Number: 499, Location: 1.5 MI.N.OF AL.239 JCT (Lat: 32.094167, Lng: -85.691950), Route carried "on" structure: US 29, Year Built: 1928, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 2,520 (year 2013), Truck Traffic: 15%, Average Future Daily Traffic: 3,503 (year 2033), Design Load: H 15, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 224.513, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 82.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.68m (5.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $320,000, Roadway Improvement Cost: $32,000, Total Project Cost: $352,000 ( Estimate for 2022)
Find on map >> Show street view
Structure Number: 5, Location: 2.1 MI. N. OF AL. 239 JCT (Lat: 32.102517, Lng: -85.694817), Route carried "on" structure: US 29, Year Built: 1928, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 2,520 (year 2013), Truck Traffic: 15%, Average Future Daily Traffic: 3,503 (year 2033), Design Load: H 15, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 225.508, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 82.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.68m (5.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $311,000, Roadway Improvement Cost: $31,000, Total Project Cost: $342,000 ( Estimate for 2022)
Structure Number: 5, Location: 2.1 MI. N. OF AL. 239 JCT (Lat: 32.102517, Lng: -85.694817), Route carried "on" structure: US 29, Year Built: 1928, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 2,520 (year 2013), Truck Traffic: 15%, Average Future Daily Traffic: 3,503 (year 2033), Design Load: H 15, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 225.508, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 82.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.68m (5.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $311,000, Roadway Improvement Cost: $31,000, Total Project Cost: $342,000 ( Estimate for 2022)
Find on map >> Show street view
Structure Number: 4577, Location: UNION SPRINGS (Lat: 32.139861, Lng: -85.716111), Route carried "on" structure: Bypass US 29, Year Built: 1953, Status: Open, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 3,860 (year 2013), Truck Traffic: 9%, Average Future Daily Traffic: 5,365 (year 2033), Design Load: H 20, Features Intersected: C. OF GA. RR(ABAND.)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 230.323, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 24 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 39.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.78m (15.68ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $1,901,000, Roadway Improvement Cost: $190,000, Total Project Cost: $2,091,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 4577, Location: UNION SPRINGS (Lat: 32.139861, Lng: -85.716111), Route carried "on" structure: Bypass US 29, Year Built: 1953, Status: Open, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 3,860 (year 2013), Truck Traffic: 9%, Average Future Daily Traffic: 5,365 (year 2033), Design Load: H 20, Features Intersected: C. OF GA. RR(ABAND.)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 230.323, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 24 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 39.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.78m (15.68ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $1,901,000, Roadway Improvement Cost: $190,000, Total Project Cost: $2,091,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 4776, Location: 2.7 MI E OF JCT AL 110 (Lat: 32.141800, Lng: -85.720000), Route carried "on" structure: US 82, Year Built: 1954, Status: Open, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 8,040 (year 2013), Truck Traffic: 11%, Average Future Daily Traffic: 10,410 (year 2033), Design Load: H 20, Features Intersected: C. OF GA. RR(ABAND.)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 319.072, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 19.8m (65.0ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 63.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.17m (13.68ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $1,657,000, Roadway Improvement Cost: $166,000, Total Project Cost: $1,823,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 4776, Location: 2.7 MI E OF JCT AL 110 (Lat: 32.141800, Lng: -85.720000), Route carried "on" structure: US 82, Year Built: 1954, Status: Open, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 8,040 (year 2013), Truck Traffic: 11%, Average Future Daily Traffic: 10,410 (year 2033), Design Load: H 20, Features Intersected: C. OF GA. RR(ABAND.)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 319.072, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 19.8m (65.0ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 63.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.17m (13.68ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $1,657,000, Roadway Improvement Cost: $166,000, Total Project Cost: $1,823,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 5519, Location: SEC 10 T14 R23 (Lat: 32.203722, Lng: -85.742686), Route carried "on" structure: County highway 23, Year Built: 1956, Status: Open, Structure Length: 1.35m (4.43ft), Average Daily Traffic: 290 (year 2013), Truck Traffic: 9%, Average Future Daily Traffic: 430 (year 2033), Design Load: H 20, Features Intersected: TOWN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 60.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.02m (6.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $443,000, Roadway Improvement Cost: $44,000, Total Project Cost: $487,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5519, Location: SEC 10 T14 R23 (Lat: 32.203722, Lng: -85.742686), Route carried "on" structure: County highway 23, Year Built: 1956, Status: Open, Structure Length: 1.35m (4.43ft), Average Daily Traffic: 290 (year 2013), Truck Traffic: 9%, Average Future Daily Traffic: 430 (year 2033), Design Load: H 20, Features Intersected: TOWN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 60.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.02m (6.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $443,000, Roadway Improvement Cost: $44,000, Total Project Cost: $487,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 5537, Location: SEC 33 T14 R24 (Lat: 32.149983, Lng: -85.644189), Route carried "on" structure: County highway 30, Year Built: 1956, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 400 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 500 (year 2035), Design Load: H 20, Features Intersected: CONECUH RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.98m (6.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $458,000, Roadway Improvement Cost: $46,000, Total Project Cost: $504,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5537, Location: SEC 33 T14 R24 (Lat: 32.149983, Lng: -85.644189), Route carried "on" structure: County highway 30, Year Built: 1956, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 400 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 500 (year 2035), Design Load: H 20, Features Intersected: CONECUH RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.98m (6.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $458,000, Roadway Improvement Cost: $46,000, Total Project Cost: $504,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 5926, Location: SEC 16 T14 R24 (Lat: 32.193836, Lng: -85.654439), Route carried "on" structure: County highway 49, Year Built: 1957, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 100 (year 2015), Average Future Daily Traffic: 150 (year 2035), Design Load: H 20, Features Intersected: MOSLEY CREEK
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: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 56.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.64m (5.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $313,000, Roadway Improvement Cost: $31,000, Total Project Cost: $344,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5926, Location: SEC 16 T14 R24 (Lat: 32.193836, Lng: -85.654439), Route carried "on" structure: County highway 49, Year Built: 1957, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 100 (year 2015), Average Future Daily Traffic: 150 (year 2035), Design Load: H 20, Features Intersected: MOSLEY CREEK
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: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 56.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.64m (5.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $313,000, Roadway Improvement Cost: $31,000, Total Project Cost: $344,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 7123, Location: SEC 7 T14 R24 (Lat: 32.209439, Lng: -85.683331), Route carried "on" structure: County highway 115, Year Built: 1967, Status: Posted for load, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 200 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 300 (year 2035), Design Load: H 15, Features Intersected: MOORES CREEK
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: Channel Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 34.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.0 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: 10.0 - 19.9% below), Length Of Structure Improvement: 4.38m (14.37ft), 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: $750,000, Roadway Improvement Cost: $75,000, Total Project Cost: $825,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 7123, Location: SEC 7 T14 R24 (Lat: 32.209439, Lng: -85.683331), Route carried "on" structure: County highway 115, Year Built: 1967, Status: Posted for load, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 200 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 300 (year 2035), Design Load: H 15, Features Intersected: MOORES CREEK
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: Channel Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 34.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.0 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: 10.0 - 19.9% below), Length Of Structure Improvement: 4.38m (14.37ft), 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: $750,000, Roadway Improvement Cost: $75,000, Total Project Cost: $825,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Find on map >> Show street view
Structure Number: 12251, Location: 3.6 MI.E.OF U.S.29 (Lat: 32.146300, Lng: -85.652700), Route carried "on" structure: US 82, Year Built: 1928, Year Reconstructed: 1980, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 3,580 (year 2013), Truck Traffic: 16%, Average Future Daily Traffic: 4,635 (year 2033), Design Load: H 15, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 325.836, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 78.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $1,149,000, Roadway Improvement Cost: $115,000, Total Project Cost: $1,264,000 ( Estimate for 2022)
Structure Number: 12251, Location: 3.6 MI.E.OF U.S.29 (Lat: 32.146300, Lng: -85.652700), Route carried "on" structure: US 82, Year Built: 1928, Year Reconstructed: 1980, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 3,580 (year 2013), Truck Traffic: 16%, Average Future Daily Traffic: 4,635 (year 2033), Design Load: H 15, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 325.836, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 78.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $1,149,000, Roadway Improvement Cost: $115,000, Total Project Cost: $1,264,000 ( Estimate for 2022)
Find on map >> Show street view
Structure Number: 12352, Location: UNION SPRINGS (Lat: 32.146169, Lng: -85.703258), Route carried "on" structure: US 82, Year Built: 1980, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 7,360 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 9,529 (year 2033), Design Load: HS 20, Features Intersected: CONECUH RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 321.048, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.31m (10.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $1,357,000, Roadway Improvement Cost: $136,000, Total Project Cost: $1,493,000 ( Estimate for 2022)
Structure Number: 12352, Location: UNION SPRINGS (Lat: 32.146169, Lng: -85.703258), Route carried "on" structure: US 82, Year Built: 1980, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 7,360 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 9,529 (year 2033), Design Load: HS 20, Features Intersected: CONECUH RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 321.048, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.31m (10.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $1,357,000, Roadway Improvement Cost: $136,000, Total Project Cost: $1,493,000 ( Estimate for 2022)
Find on map >> Show street view
Structure Number: 12484, Location: SEC 27 T13 R23 (Lat: 32.081611, Lng: -85.735408), Route carried "on" structure: County highway 22, Year Built: 1981, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 300 (year 2014), Truck Traffic: 5%, Average Future Daily Traffic: 350 (year 2034), Design Load: HS 20, Features Intersected: CONECUH RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.21m (20.37ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $1,106,000, Roadway Improvement Cost: $111,000, Total Project Cost: $1,217,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 12484, Location: SEC 27 T13 R23 (Lat: 32.081611, Lng: -85.735408), Route carried "on" structure: County highway 22, Year Built: 1981, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 300 (year 2014), Truck Traffic: 5%, Average Future Daily Traffic: 350 (year 2034), Design Load: HS 20, Features Intersected: CONECUH RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.21m (20.37ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $1,106,000, Roadway Improvement Cost: $111,000, Total Project Cost: $1,217,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Find on map >> Show street view
Structure Number: 13237, Location: 1.9 MI.E.OF CO.RD 22 (Lat: 32.115000, Lng: -85.783333), Route carried "on" structure: US 82, Year Built: 1984, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 1,070 (year 2013), Truck Traffic: 27%, Average Future Daily Traffic: 1,385 (year 2033), Design Load: HS 20, Features Intersected: BOWLIN CRK.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 310.972, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 51.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.84m (9.32ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $700,000, Roadway Improvement Cost: $70,000, Total Project Cost: $770,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 13237, Location: 1.9 MI.E.OF CO.RD 22 (Lat: 32.115000, Lng: -85.783333), Route carried "on" structure: US 82, Year Built: 1984, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 1,070 (year 2013), Truck Traffic: 27%, Average Future Daily Traffic: 1,385 (year 2033), Design Load: HS 20, Features Intersected: BOWLIN CRK.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 310.972, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 51.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.84m (9.32ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $700,000, Roadway Improvement Cost: $70,000, Total Project Cost: $770,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 13238, Location: 0.4 MI.W.OF AL 110 (Lat: 32.137931, Lng: -85.766478), Route carried "on" structure: US 82, Year Built: 1984, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 1,070 (year 2013), Truck Traffic: 27%, Average Future Daily Traffic: 1,385 (year 2033), Design Load: HS 20, Features Intersected: SLAUGHTER CRK.RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 314.134, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.38m (4.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $374,000, Roadway Improvement Cost: $37,000, Total Project Cost: $411,000 ( Estimate for 2022)
Structure Number: 13238, Location: 0.4 MI.W.OF AL 110 (Lat: 32.137931, Lng: -85.766478), Route carried "on" structure: US 82, Year Built: 1984, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 1,070 (year 2013), Truck Traffic: 27%, Average Future Daily Traffic: 1,385 (year 2033), Design Load: HS 20, Features Intersected: SLAUGHTER CRK.RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 314.134, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.38m (4.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $374,000, Roadway Improvement Cost: $37,000, Total Project Cost: $411,000 ( Estimate for 2022)
Find on map >> Show street view
Structure Number: 13239, Location: 0.35 MI.W.OF AL 110 (Lat: 32.138819, Lng: -85.766181), Route carried "on" structure: US 82, Year Built: 1984, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 1,070 (year 2013), Truck Traffic: 27%, Average Future Daily Traffic: 1,385 (year 2033), Design Load: HS 20, Features Intersected: SLAUGHTER CRK.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 314.231, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.84m (9.32ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: September 2021, Underwater Inspection Date: September 2021, Bridge Improvement Cost: $700,000, Roadway Improvement Cost: $70,000, Total Project Cost: $770,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 13239, Location: 0.35 MI.W.OF AL 110 (Lat: 32.138819, Lng: -85.766181), Route carried "on" structure: US 82, Year Built: 1984, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 1,070 (year 2013), Truck Traffic: 27%, Average Future Daily Traffic: 1,385 (year 2033), Design Load: HS 20, Features Intersected: SLAUGHTER CRK.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 314.231, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.84m (9.32ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: September 2021, Underwater Inspection Date: September 2021, Bridge Improvement Cost: $700,000, Roadway Improvement Cost: $70,000, Total Project Cost: $770,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 13606, Location: 4.2 MI.N.OF AL 239 (Lat: 32.127333, Lng: -85.713550), Route carried "on" structure: US 29, Year Built: 1985, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 2,850 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 3,961 (year 2033), Design Load: HS 20, Features Intersected: CONECUH RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 228.855, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 59.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.12m (16.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $1,439,000, Roadway Improvement Cost: $144,000, Total Project Cost: $1,583,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 13606, Location: 4.2 MI.N.OF AL 239 (Lat: 32.127333, Lng: -85.713550), Route carried "on" structure: US 29, Year Built: 1985, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 2,850 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 3,961 (year 2033), Design Load: HS 20, Features Intersected: CONECUH RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 228.855, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 59.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.12m (16.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $1,439,000, Roadway Improvement Cost: $144,000, Total Project Cost: $1,583,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 14321, Location: 2.6 MI. N. OF US 82 JCT (Lat: 32.177525, Lng: -85.708228), Route carried "on" structure: US 29, Year Built: 1926, Year Reconstructed: 1988, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 2,560 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 3,558 (year 2033), Design Load: HS 20, Features Intersected: CUBAHATCHEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 234.935, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 63.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $473,000, Roadway Improvement Cost: $47,000, Total Project Cost: $520,000 ( Estimate for 2022)
Structure Number: 14321, Location: 2.6 MI. N. OF US 82 JCT (Lat: 32.177525, Lng: -85.708228), Route carried "on" structure: US 29, Year Built: 1926, Year Reconstructed: 1988, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 2,560 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 3,558 (year 2033), Design Load: HS 20, Features Intersected: CUBAHATCHEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 234.935, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 63.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $473,000, Roadway Improvement Cost: $47,000, Total Project Cost: $520,000 ( Estimate for 2022)
Find on map >> Show street view
Structure Number: 1905, Location: SEC 15 T13 R23 (Lat: 32.101844, Lng: -85.723028), Route carried "on" structure: County highway 31, Year Built: 2003, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 420 (year 2014), Truck Traffic: 7%, Average Future Daily Traffic: 620 (year 2034), Design Load: HS 20, Features Intersected: CONECUH RIVER
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: 3 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 76.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.14m (23.43ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $1,468,000, Roadway Improvement Cost: $147,000, Total Project Cost: $1,615,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 1905, Location: SEC 15 T13 R23 (Lat: 32.101844, Lng: -85.723028), Route carried "on" structure: County highway 31, Year Built: 2003, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 420 (year 2014), Truck Traffic: 7%, Average Future Daily Traffic: 620 (year 2034), Design Load: HS 20, Features Intersected: CONECUH RIVER
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: 3 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 76.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.14m (23.43ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $1,468,000, Roadway Improvement Cost: $147,000, Total Project Cost: $1,615,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Find on map >> Show street view
Structure Number: 19051, Location: SEC 26 T13 R23 (Lat: 32.080681, Lng: -85.712339), Route carried "on" structure: County highway 31, Year Built: 2003, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 420 (year 2014), Truck Traffic: 7%, Average Future Daily Traffic: 620 (year 2034), Design Load: HS 20, Features Intersected: LITTLE CONECUH RIVER
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 74.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.11m (16.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $1,051,000, Roadway Improvement Cost: $105,000, Total Project Cost: $1,156,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 19051, Location: SEC 26 T13 R23 (Lat: 32.080681, Lng: -85.712339), Route carried "on" structure: County highway 31, Year Built: 2003, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 420 (year 2014), Truck Traffic: 7%, Average Future Daily Traffic: 620 (year 2034), Design Load: HS 20, Features Intersected: LITTLE CONECUH RIVER
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 74.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.11m (16.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $1,051,000, Roadway Improvement Cost: $105,000, Total Project Cost: $1,156,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Find on map >> Show street view
Structure Number: 19052, Location: SEC 26 T13 R23 (Lat: 32.078544, Lng: -85.712283), Route carried "on" structure: County highway 31, Year Built: 2003, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 420 (year 2014), Truck Traffic: 7%, Average Future Daily Traffic: 620 (year 2034), Design Load: HS 20, Features Intersected: LITTLE CONECUH RIVER REL
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 74.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.11m (16.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $1,051,000, Roadway Improvement Cost: $105,000, Total Project Cost: $1,156,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 19052, Location: SEC 26 T13 R23 (Lat: 32.078544, Lng: -85.712283), Route carried "on" structure: County highway 31, Year Built: 2003, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 420 (year 2014), Truck Traffic: 7%, Average Future Daily Traffic: 620 (year 2034), Design Load: HS 20, Features Intersected: LITTLE CONECUH RIVER REL
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 74.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.11m (16.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $1,051,000, Roadway Improvement Cost: $105,000, Total Project Cost: $1,156,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels