Bridge Statistics for Montgomery, Alabama (AL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 464Number of bridges
- 8,547ft / 2,605mTotal length
- $1,263,763,000Total costs
- 8,220,647Total average daily traffic
- 853,526Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Montgomery
- No street view available for this location
- New bridges - historical statistics
- 11910-1919
- 101920-1929
- 181930-1939
- 151940-1949
- 331950-1959
- 1331960-1969
- 1241970-1979
- 431980-1989
- 371990-1999
- 262000-2009
- 232010-2019
- 12020-2022
- Reconstructed bridges - Historical Statistics
- 11940-1949
- 41950-1959
- 31960-1969
- 31970-1979
- 141980-1989
- 101990-1999
- 22000-2009
- Bridge Condition - Deck
- 0.8%Excellent
- 4.7%Very good
- 23.5%Good
- 44.7%Satisfactory
- 24.7%Fair
- 1.6%Poor
- Bridge Condition - Superstructure
- 4.7%Excellent
- 36.5%Very good
- 43.9%Good
- 11.8%Satisfactory
- 2.4%Fair
- 0.8%Poor
- 0.4%Serious
- Bridge Condition - Substructure
- 5.5%Excellent
- 40.4%Very good
- 44.7%Good
- 7.8%Satisfactory
- 1.6%Fair
- 0.8%Poor
- 0.4%Serious
- Bridge Condition - Channel
- 0.8%Excellent
- 1.9%Very good
- 55.3%Good
- 37.4%Satisfactory
- 4.6%Fair
- Bridge Condition - Culverts
- 21.8%Excellent
- 58.0%Very good
- 18.5%Good
- 1.7%Satisfactory
- 18.5%Fair
Find on map >> Show street view
Structure Number: 16446, Location: 2.5MI N OF BYPASS (Lat: 32.459681, Lng: -86.251261), Route carried "on" structure: County highway 111, Year Built: 1996, Status: Open, Structure Length: 4.18m (13.71ft), Average Daily Traffic: 4,500 (year 1996), Truck Traffic: 10%, Average Future Daily Traffic: 6,500 (year 2041), Design Load: HS 20, Features Intersected: SEVEN MILE CREEK, Facility Carried by Structure: LOWER WETUMPKA RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), 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: 10.7m (35.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 74.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.15m (16.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $1,341,000, Roadway Improvement Cost: $134,000, Total Project Cost: $1,475,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 16446, Location: 2.5MI N OF BYPASS (Lat: 32.459681, Lng: -86.251261), Route carried "on" structure: County highway 111, Year Built: 1996, Status: Open, Structure Length: 4.18m (13.71ft), Average Daily Traffic: 4,500 (year 1996), Truck Traffic: 10%, Average Future Daily Traffic: 6,500 (year 2041), Design Load: HS 20, Features Intersected: SEVEN MILE CREEK, Facility Carried by Structure: LOWER WETUMPKA RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), 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: 10.7m (35.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 74.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.15m (16.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $1,341,000, Roadway Improvement Cost: $134,000, Total Project Cost: $1,475,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 16513, Location: 2.3MI N W BYPASS OVERPASS (Lat: 32.453464, Lng: -86.257689), Route carried "on" structure: County highway 21, Year Built: 1996, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 4,500 (year 1996), Truck Traffic: 10%, Average Future Daily Traffic: 5,500 (year 2040), Design Load: HS 20, Features Intersected: GALBRAITH MILL CREEK, Facility Carried by Structure: LOWER WETUMPKA RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), 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: 10.8m (35.4ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 72.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.3 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: 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: $1,298,000, Roadway Improvement Cost: $130,000, Total Project Cost: $1,428,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 16513, Location: 2.3MI N W BYPASS OVERPASS (Lat: 32.453464, Lng: -86.257689), Route carried "on" structure: County highway 21, Year Built: 1996, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 4,500 (year 1996), Truck Traffic: 10%, Average Future Daily Traffic: 5,500 (year 2040), Design Load: HS 20, Features Intersected: GALBRAITH MILL CREEK, Facility Carried by Structure: LOWER WETUMPKA RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), 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: 10.8m (35.4ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 72.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.3 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: 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: $1,298,000, Roadway Improvement Cost: $130,000, Total Project Cost: $1,428,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Find on map >> Show street view
Structure Number: 16773, Location: 250 FT S OF ALLENS TRAIL (Lat: 32.390200, Lng: -86.152500), Route carried "on" structure: City street , Year Built: 1985, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 100 (year 1996), Average Future Daily Traffic: 101 (year 2038), Design Load: HS 20, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: SEMINOLE DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.900, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 21.3m (69.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 74.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.51m (4.95ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $1,224,000, Roadway Improvement Cost: $122,000, Total Project Cost: $1,346,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 16773, Location: 250 FT S OF ALLENS TRAIL (Lat: 32.390200, Lng: -86.152500), Route carried "on" structure: City street , Year Built: 1985, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 100 (year 1996), Average Future Daily Traffic: 101 (year 2038), Design Load: HS 20, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: SEMINOLE DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.900, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 21.3m (69.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 74.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.51m (4.95ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $1,224,000, Roadway Improvement Cost: $122,000, Total Project Cost: $1,346,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 16774, Location: 0.12 MI E OF WOODMERE (Lat: 32.359500, Lng: -86.199400), Route carried "on" structure: City street , Year Built: 1980, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 50 (year 1996), Average Future Daily Traffic: 51 (year 2038), Design Load: HS 20, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: WILLOW GLEN DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.100, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 3.1m (10.2ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 21.3m (69.9ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 43.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.61m (5.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $1,950,000, Roadway Improvement Cost: $195,000, Total Project Cost: $2,145,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 16774, Location: 0.12 MI E OF WOODMERE (Lat: 32.359500, Lng: -86.199400), Route carried "on" structure: City street , Year Built: 1980, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 50 (year 1996), Average Future Daily Traffic: 51 (year 2038), Design Load: HS 20, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: WILLOW GLEN DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.100, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 3.1m (10.2ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 21.3m (69.9ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 43.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.61m (5.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $1,950,000, Roadway Improvement Cost: $195,000, Total Project Cost: $2,145,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 16775, Location: 0.11 S OF DUNWOODY PL (Lat: 32.346300, Lng: -86.145400), Route carried "on" structure: City street , Year Built: 1995, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 50 (year 1996), Average Future Daily Traffic: 97 (year 2038), Design Load: HS 20, Features Intersected: POND, Facility Carried by Structure: BENT BROOK DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.200, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.89m (6.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $506,000, Roadway Improvement Cost: $51,000, Total Project Cost: $557,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 16775, Location: 0.11 S OF DUNWOODY PL (Lat: 32.346300, Lng: -86.145400), Route carried "on" structure: City street , Year Built: 1995, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 50 (year 1996), Average Future Daily Traffic: 97 (year 2038), Design Load: HS 20, Features Intersected: POND, Facility Carried by Structure: BENT BROOK DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.200, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.89m (6.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $506,000, Roadway Improvement Cost: $51,000, Total Project Cost: $557,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 16776, Location: 0.1 MI E OF DEERCREEK WAY (Lat: 32.333494, Lng: -86.140467), Route carried "on" structure: City street , Year Built: 1995, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 50 (year 1996), Average Future Daily Traffic: 90 (year 2038), Design Load: H 15, Features Intersected: POND, Facility Carried by Structure: DEER CREEK BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.499, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 21.6m (70.9ft), Out-to-Out Width: 41.1m (134.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 42.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.41m (4.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $1,463,000, Roadway Improvement Cost: $146,000, Total Project Cost: $1,609,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 16776, Location: 0.1 MI E OF DEERCREEK WAY (Lat: 32.333494, Lng: -86.140467), Route carried "on" structure: City street , Year Built: 1995, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 50 (year 1996), Average Future Daily Traffic: 90 (year 2038), Design Load: H 15, Features Intersected: POND, Facility Carried by Structure: DEER CREEK BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.499, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 21.6m (70.9ft), Out-to-Out Width: 41.1m (134.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 42.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.41m (4.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $1,463,000, Roadway Improvement Cost: $146,000, Total Project Cost: $1,609,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 16777, Location: 200 FT S OF FOREST GR DR (Lat: 32.357900, Lng: -86.201300), Route carried "on" structure: City street , Year Built: 1980, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 200 (year 1996), Truck Traffic: 1%, Average Future Daily Traffic: 202 (year 2038), Design Load: H 15, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: WOODMERE BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.199, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 3.7m (12.1ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 24.7m (81.0ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 72.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.41m (4.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $1,041,000, Roadway Improvement Cost: $104,000, Total Project Cost: $1,145,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 16777, Location: 200 FT S OF FOREST GR DR (Lat: 32.357900, Lng: -86.201300), Route carried "on" structure: City street , Year Built: 1980, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 200 (year 1996), Truck Traffic: 1%, Average Future Daily Traffic: 202 (year 2038), Design Load: H 15, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: WOODMERE BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.199, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 3.7m (12.1ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 24.7m (81.0ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 72.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.41m (4.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $1,041,000, Roadway Improvement Cost: $104,000, Total Project Cost: $1,145,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 16778, Location: 200 FT E OF SHADOWOOD RD (Lat: 32.310300, Lng: -86.247600), Route carried "on" structure: City street , Year Built: 1975, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 200 (year 1996), Truck Traffic: 1%, Average Future Daily Traffic: 100 (year 2038), Design Load: H 15, Features Intersected: BALDWIN SLOUGH, Facility Carried by Structure: RILEY RD
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 0.299, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Out-to-Out Width: 15.8m (51.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $928,000, Roadway Improvement Cost: $93,000, Total Project Cost: $1,021,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 16778, Location: 200 FT E OF SHADOWOOD RD (Lat: 32.310300, Lng: -86.247600), Route carried "on" structure: City street , Year Built: 1975, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 200 (year 1996), Truck Traffic: 1%, Average Future Daily Traffic: 100 (year 2038), Design Load: H 15, Features Intersected: BALDWIN SLOUGH, Facility Carried by Structure: RILEY RD
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 0.299, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Out-to-Out Width: 15.8m (51.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $928,000, Roadway Improvement Cost: $93,000, Total Project Cost: $1,021,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 16779, Location: 0.12MI E OF COLISEUM BLVD (Lat: 32.416200, Lng: -86.266600), Route carried "on" structure: City street , Year Built: 1985, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 100 (year 1996), Average Future Daily Traffic: 101 (year 2038), Design Load: H 15, Features Intersected: STREAM, Facility Carried by Structure: EAST GARDENDALE DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.100, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 25.9m (85.0ft)
Condition: Channel: Good, Culverts: 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $1,056,000, Roadway Improvement Cost: $106,000, Total Project Cost: $1,162,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 16779, Location: 0.12MI E OF COLISEUM BLVD (Lat: 32.416200, Lng: -86.266600), Route carried "on" structure: City street , Year Built: 1985, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 100 (year 1996), Average Future Daily Traffic: 101 (year 2038), Design Load: H 15, Features Intersected: STREAM, Facility Carried by Structure: EAST GARDENDALE DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.100, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 25.9m (85.0ft)
Condition: Channel: Good, Culverts: 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $1,056,000, Roadway Improvement Cost: $106,000, Total Project Cost: $1,162,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 1678, Location: 200' E KEATING DR (Lat: 32.417600, Lng: -86.275800), Route carried "on" structure: City street , Year Built: 1975, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 250 (year 1996), Truck Traffic: 5%, Average Future Daily Traffic: 101 (year 2038), Design Load: H 15, Features Intersected: CHISHOLM DITCH, Facility Carried by Structure: E VANDIVER BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.599, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 83.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.26m (4.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $611,000, Roadway Improvement Cost: $61,000, Total Project Cost: $672,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1678, Location: 200' E KEATING DR (Lat: 32.417600, Lng: -86.275800), Route carried "on" structure: City street , Year Built: 1975, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 250 (year 1996), Truck Traffic: 5%, Average Future Daily Traffic: 101 (year 2038), Design Load: H 15, Features Intersected: CHISHOLM DITCH, Facility Carried by Structure: E VANDIVER BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.599, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 83.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.26m (4.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $611,000, Roadway Improvement Cost: $61,000, Total Project Cost: $672,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 16782, Location: VAUGHN LAKES APARTMENT (Lat: 32.344467, Lng: -86.215217), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 50 (year 1996), Average Future Daily Traffic: 51 (year 2040), Design Load: H 15, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: LAKE BRIDGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.100, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $751,000, Roadway Improvement Cost: $75,000, Total Project Cost: $826,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 16782, Location: VAUGHN LAKES APARTMENT (Lat: 32.344467, Lng: -86.215217), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 50 (year 1996), Average Future Daily Traffic: 51 (year 2040), Design Load: H 15, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: LAKE BRIDGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.100, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $751,000, Roadway Improvement Cost: $75,000, Total Project Cost: $826,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 16783, Location: 0.1 S US 82 (Lat: 32.326000, Lng: -86.246700), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 0.95m (3.12ft), Average Daily Traffic: 250 (year 1996), Truck Traffic: 1%, Average Future Daily Traffic: 900 (year 2038), Design Load: H 15, Features Intersected: BALDWIN SLOUGH, Facility Carried by Structure: STRATHMORE DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.100, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 3.1m (10.2ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 61.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.63m (5.35ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $583,000, Roadway Improvement Cost: $58,000, Total Project Cost: $641,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 16783, Location: 0.1 S US 82 (Lat: 32.326000, Lng: -86.246700), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 0.95m (3.12ft), Average Daily Traffic: 250 (year 1996), Truck Traffic: 1%, Average Future Daily Traffic: 900 (year 2038), Design Load: H 15, Features Intersected: BALDWIN SLOUGH, Facility Carried by Structure: STRATHMORE DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.100, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 3.1m (10.2ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 61.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.63m (5.35ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $583,000, Roadway Improvement Cost: $58,000, Total Project Cost: $641,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 16848, Location: 0.87 MI W OF I-65 (Lat: 32.369406, Lng: -86.336350), Route carried "on" structure: City street , Year Built: 1936, Year Reconstructed: 1996, Status: Open, Structure Length: 7.96m (26.12ft), Average Daily Traffic: 27,167 (year 1996), Truck Traffic: 1%, Average Future Daily Traffic: 26,889 (year 2038), Design Load: HS 20, Features Intersected: L * N SCL RR, Facility Carried by Structure: DAY ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.800, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 20.7m (67.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 8.97m (29.43ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $4,121,000, Roadway Improvement Cost: $412,000, Total Project Cost: $4,533,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 16848, Location: 0.87 MI W OF I-65 (Lat: 32.369406, Lng: -86.336350), Route carried "on" structure: City street , Year Built: 1936, Year Reconstructed: 1996, Status: Open, Structure Length: 7.96m (26.12ft), Average Daily Traffic: 27,167 (year 1996), Truck Traffic: 1%, Average Future Daily Traffic: 26,889 (year 2038), Design Load: HS 20, Features Intersected: L * N SCL RR, Facility Carried by Structure: DAY ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.800, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 20.7m (67.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 8.97m (29.43ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $4,121,000, Roadway Improvement Cost: $412,000, Total Project Cost: $4,533,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 16849, Location: 0.7 MI W OF I-65 (Lat: 32.369378, Lng: -86.334081), Route carried "on" structure: City street , Year Built: 1936, Year Reconstructed: 1996, Status: Open, Structure Length: 7.62m (25.00ft), Average Daily Traffic: 27,167 (year 1996), Truck Traffic: 1%, Average Future Daily Traffic: 27,167 (year 2038), Design Load: HS 20, Features Intersected: L * N SCL RR, Facility Carried by Structure: DAY ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.900, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 20.9m (68.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 77.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 8.64m (28.35ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $4,028,000, Roadway Improvement Cost: $403,000, Total Project Cost: $4,431,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 16849, Location: 0.7 MI W OF I-65 (Lat: 32.369378, Lng: -86.334081), Route carried "on" structure: City street , Year Built: 1936, Year Reconstructed: 1996, Status: Open, Structure Length: 7.62m (25.00ft), Average Daily Traffic: 27,167 (year 1996), Truck Traffic: 1%, Average Future Daily Traffic: 27,167 (year 2038), Design Load: HS 20, Features Intersected: L * N SCL RR, Facility Carried by Structure: DAY ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.900, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 20.9m (68.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 77.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 8.64m (28.35ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $4,028,000, Roadway Improvement Cost: $403,000, Total Project Cost: $4,431,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 17143, Location: Intersects AL108/AL126 (Lat: 32.366256, Lng: -86.076992), Route carried "on" structure: Ramp State highway , Year Built: 2014, Status: Open, Structure Length: 9.20m (30.18ft), Average Daily Traffic: 5,120 (year 2011), Truck Traffic: 20%, Average Future Daily Traffic: 10,187 (year 2031), Design Load: HS 20, Features Intersected: AL 126, Facility Carried by Structure: AL 108 RAMP #4
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 255.723, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.7m (41.7ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.0m (118.1ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 78.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 10.16m (33.33ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $2,927,000, Roadway Improvement Cost: $293,000, Total Project Cost: $3,220,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 17143, Location: Intersects AL108/AL126 (Lat: 32.366256, Lng: -86.076992), Route carried "on" structure: Ramp State highway , Year Built: 2014, Status: Open, Structure Length: 9.20m (30.18ft), Average Daily Traffic: 5,120 (year 2011), Truck Traffic: 20%, Average Future Daily Traffic: 10,187 (year 2031), Design Load: HS 20, Features Intersected: AL 126, Facility Carried by Structure: AL 108 RAMP #4
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 255.723, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.7m (41.7ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.0m (118.1ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 78.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 10.16m (33.33ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $2,927,000, Roadway Improvement Cost: $293,000, Total Project Cost: $3,220,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 17144, Location: AL108 / AL 126 intersect (Lat: 32.364206, Lng: -86.080081), Route carried "on" structure: Ramp State highway ?????, Year Built: 2014, Status: Open, Structure Length: 38.82m (127.36ft), Average Daily Traffic: 5,120 (year 2011), Truck Traffic: 20%, Average Future Daily Traffic: 10,187 (year 2031), Design Load: HS 20, Features Intersected: AL 0126, Facility Carried by Structure: AL 108 RAMP #3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 254.690, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 6, Length of Maximum Span: 61.0m (200.1ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 38.82m (127.36ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $11,181,000, Roadway Improvement Cost: $1,118,000, Total Project Cost: $12,299,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 17144, Location: AL108 / AL 126 intersect (Lat: 32.364206, Lng: -86.080081), Route carried "on" structure: Ramp State highway ?????, Year Built: 2014, Status: Open, Structure Length: 38.82m (127.36ft), Average Daily Traffic: 5,120 (year 2011), Truck Traffic: 20%, Average Future Daily Traffic: 10,187 (year 2031), Design Load: HS 20, Features Intersected: AL 0126, Facility Carried by Structure: AL 108 RAMP #3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 254.690, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 6, Length of Maximum Span: 61.0m (200.1ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 38.82m (127.36ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $11,181,000, Roadway Improvement Cost: $1,118,000, Total Project Cost: $12,299,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 17145, Location: In 85 / Al 126 Intersect (Lat: 32.364275, Lng: -86.079956), Route carried "on" structure: Ramp State highway 108, Year Built: 2014, Status: Open, Structure Length: 87.05m (285.60ft), Average Daily Traffic: 5,120 (year 2011), Truck Traffic: 20%, Average Future Daily Traffic: 10,187 (year 2031), Design Load: HS 20, Features Intersected: IN 85/ AL 126
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 254.684, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 14.4m (47.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 16, Length of Maximum Span: 60.0m (196.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 74.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 87.05m (285.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $25,071,000, Roadway Improvement Cost: $2,507,000, Total Project Cost: $27,578,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 17145, Location: In 85 / Al 126 Intersect (Lat: 32.364275, Lng: -86.079956), Route carried "on" structure: Ramp State highway 108, Year Built: 2014, Status: Open, Structure Length: 87.05m (285.60ft), Average Daily Traffic: 5,120 (year 2011), Truck Traffic: 20%, Average Future Daily Traffic: 10,187 (year 2031), Design Load: HS 20, Features Intersected: IN 85/ AL 126
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 254.684, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 14.4m (47.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 16, Length of Maximum Span: 60.0m (196.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 74.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 87.05m (285.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $25,071,000, Roadway Improvement Cost: $2,507,000, Total Project Cost: $27,578,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 17146, Location: AL108 / IN 85 Intersect (Lat: 32.365856, Lng: -86.078533), Route carried "on" structure: Ramp State highway ?????, Year Built: 2014, Status: Open, Structure Length: 53.75m (176.35ft), Average Daily Traffic: 5,120 (year 2011), Truck Traffic: 20%, Average Future Daily Traffic: 10,187 (year 2031), Design Load: HS 20, Features Intersected: IN 85, Facility Carried by Structure: AL 108 RAMP #1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 255.264, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 61.6m (202.1ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 53.75m (176.35ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $15,480,000, Roadway Improvement Cost: $1,548,000, Total Project Cost: $17,028,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 17146, Location: AL108 / IN 85 Intersect (Lat: 32.365856, Lng: -86.078533), Route carried "on" structure: Ramp State highway ?????, Year Built: 2014, Status: Open, Structure Length: 53.75m (176.35ft), Average Daily Traffic: 5,120 (year 2011), Truck Traffic: 20%, Average Future Daily Traffic: 10,187 (year 2031), Design Load: HS 20, Features Intersected: IN 85, Facility Carried by Structure: AL 108 RAMP #1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 255.264, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 61.6m (202.1ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 53.75m (176.35ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $15,480,000, Roadway Improvement Cost: $1,548,000, Total Project Cost: $17,028,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 17147, Location: 4.2 MI.E.OF MITYLENE EXIT (Lat: 32.366694, Lng: -86.066717), Route carried "on" structure: State highway 126, Year Built: 2012, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 2,810 (year 2009), Truck Traffic: 7%, Average Future Daily Traffic: 4,397 (year 2031), Design Load: HS 20, Features Intersected: MILLIES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.819, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 71.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable 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: August 2020, Bridge Improvement Cost: $1,787,000, Roadway Improvement Cost: $179,000, Total Project Cost: $1,966,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 17147, Location: 4.2 MI.E.OF MITYLENE EXIT (Lat: 32.366694, Lng: -86.066717), Route carried "on" structure: State highway 126, Year Built: 2012, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 2,810 (year 2009), Truck Traffic: 7%, Average Future Daily Traffic: 4,397 (year 2031), Design Load: HS 20, Features Intersected: MILLIES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.819, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 71.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable 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: August 2020, Bridge Improvement Cost: $1,787,000, Roadway Improvement Cost: $179,000, Total Project Cost: $1,966,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 17151, Location: 1.5 MI. N. OF AL 110 (Lat: 32.355547, Lng: -86.068586), Route carried "on" structure: ServiceState highway 293, Year Built: 2001, Status: Open, Structure Length: 9.00m (29.53ft), Average Daily Traffic: 394 (year 2014), Truck Traffic: 5%, Average Future Daily Traffic: 599 (year 2034), Design Load: HS 20, Features Intersected: MILLIE'S CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.414, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.0m (98.4ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 9.97m (32.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $2,872,000, Roadway Improvement Cost: $287,000, Total Project Cost: $3,159,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 17151, Location: 1.5 MI. N. OF AL 110 (Lat: 32.355547, Lng: -86.068586), Route carried "on" structure: ServiceState highway 293, Year Built: 2001, Status: Open, Structure Length: 9.00m (29.53ft), Average Daily Traffic: 394 (year 2014), Truck Traffic: 5%, Average Future Daily Traffic: 599 (year 2034), Design Load: HS 20, Features Intersected: MILLIE'S CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.414, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.0m (98.4ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 9.97m (32.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $2,872,000, Roadway Improvement Cost: $287,000, Total Project Cost: $3,159,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 17152, Location: 1.3 mi from AL 110 (Lat: 32.350083, Lng: -86.066703), Route carried "on" structure: Bypass State highway , Year Built: 2013, Status: Open, Structure Length: 8.99m (29.49ft), Design Load: HS 20, Features Intersected: MILLIES CREEK, Facility Carried by Structure: AL 108
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 240.029, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 12 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 67.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.96m (32.68ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $2,869,000, Roadway Improvement Cost: $287,000, Total Project Cost: $3,156,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 17152, Location: 1.3 mi from AL 110 (Lat: 32.350083, Lng: -86.066703), Route carried "on" structure: Bypass State highway , Year Built: 2013, Status: Open, Structure Length: 8.99m (29.49ft), Design Load: HS 20, Features Intersected: MILLIES CREEK, Facility Carried by Structure: AL 108
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 240.029, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 12 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 67.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.96m (32.68ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $2,869,000, Roadway Improvement Cost: $287,000, Total Project Cost: $3,156,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 17153, Location: 1.3 miles from AL 110 (Lat: 32.350083, Lng: -86.066703), Route carried "on" structure: Bypass State highway , Year Built: 2013, Status: Open, Structure Length: 8.99m (29.49ft), Design Load: HS 20, Features Intersected: MILLIES CREEK, Facility Carried by Structure: AL 108
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 240.029, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.8m (38.7ft), Skew: 12 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 67.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.6 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: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 9.96m (32.68ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $2,869,000, Roadway Improvement Cost: $287,000, Total Project Cost: $3,156,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 17153, Location: 1.3 miles from AL 110 (Lat: 32.350083, Lng: -86.066703), Route carried "on" structure: Bypass State highway , Year Built: 2013, Status: Open, Structure Length: 8.99m (29.49ft), Design Load: HS 20, Features Intersected: MILLIES CREEK, Facility Carried by Structure: AL 108
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 240.029, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.8m (38.7ft), Skew: 12 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 67.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.6 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: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 9.96m (32.68ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $2,869,000, Roadway Improvement Cost: $287,000, Total Project Cost: $3,156,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 17154, Location: al108/al110 (Lat: 32.383444, Lng: -86.050242), Route carried "on" structure: Bypass State highway 108, Year Built: 2013, Status: Open, Structure Length: 12.30m (40.35ft), Average Daily Traffic: 5,120 (year 2011), Truck Traffic: 20%, Average Future Daily Traffic: 10,187 (year 2031), Design Load: HS 20, Features Intersected: AL 110
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 220.483, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Skew: 14 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 41.0m (134.5ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 45.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Length Of Structure Improvement: 13.14m (43.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $3,785,000, Roadway Improvement Cost: $379,000, Total Project Cost: $4,164,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 17154, Location: al108/al110 (Lat: 32.383444, Lng: -86.050242), Route carried "on" structure: Bypass State highway 108, Year Built: 2013, Status: Open, Structure Length: 12.30m (40.35ft), Average Daily Traffic: 5,120 (year 2011), Truck Traffic: 20%, Average Future Daily Traffic: 10,187 (year 2031), Design Load: HS 20, Features Intersected: AL 110
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 220.483, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Skew: 14 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 41.0m (134.5ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 45.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Length Of Structure Improvement: 13.14m (43.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $3,785,000, Roadway Improvement Cost: $379,000, Total Project Cost: $4,164,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 17155, Location: At AL110 (Lat: 32.383444, Lng: -86.050242), Route carried "on" structure: Bypass State highway 108, Year Built: 2013, Status: Open, Structure Length: 12.30m (40.35ft), Average Daily Traffic: 5,120 (year 2011), Truck Traffic: 20%, Average Future Daily Traffic: 10,187 (year 2031), Design Load: HS 20, Features Intersected: AL 110
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 220.483, Lanes on structure: 3, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.6m (54.5ft), Skew: 14 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 41.0m (134.5ft), Curb-To-Curb Width: 16.8m (55.1ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 45.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 13.14m (43.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $4,956,000, Roadway Improvement Cost: $496,000, Total Project Cost: $5,452,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 17155, Location: At AL110 (Lat: 32.383444, Lng: -86.050242), Route carried "on" structure: Bypass State highway 108, Year Built: 2013, Status: Open, Structure Length: 12.30m (40.35ft), Average Daily Traffic: 5,120 (year 2011), Truck Traffic: 20%, Average Future Daily Traffic: 10,187 (year 2031), Design Load: HS 20, Features Intersected: AL 110
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 220.483, Lanes on structure: 3, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.6m (54.5ft), Skew: 14 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 41.0m (134.5ft), Curb-To-Curb Width: 16.8m (55.1ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 45.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 13.14m (43.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $4,956,000, Roadway Improvement Cost: $496,000, Total Project Cost: $5,452,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 17156, Location: 1.68MI. E. OF PIKE RD. (Lat: 32.342683, Lng: -86.068433), Route carried "on" structure: State highway 110, Year Built: 2001, Status: Open, Structure Length: 8.29m (27.20ft), Average Daily Traffic: 10,180 (year 2013), Truck Traffic: 16%, Average Future Daily Traffic: 14,150 (year 2033), Design Load: HS 20, Features Intersected: MILLIE'S CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.779, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 26.5m (86.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 26.5m (86.9ft), Out-to-Out Width: 27.3m (89.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 83.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 9.29m (30.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $5,668,000, Roadway Improvement Cost: $567,000, Total Project Cost: $6,235,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 17156, Location: 1.68MI. E. OF PIKE RD. (Lat: 32.342683, Lng: -86.068433), Route carried "on" structure: State highway 110, Year Built: 2001, Status: Open, Structure Length: 8.29m (27.20ft), Average Daily Traffic: 10,180 (year 2013), Truck Traffic: 16%, Average Future Daily Traffic: 14,150 (year 2033), Design Load: HS 20, Features Intersected: MILLIE'S CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.779, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 26.5m (86.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 26.5m (86.9ft), Out-to-Out Width: 27.3m (89.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 83.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 9.29m (30.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $5,668,000, Roadway Improvement Cost: $567,000, Total Project Cost: $6,235,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 17158, Location: .2 MILE WEST OF US80 (Lat: 32.362317, Lng: -86.077867), Route carried "on" structure: Ramp State highway 108, Year Built: 2003, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 500 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 1,000 (year 2028), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 251.824, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 13 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.95m (6.40ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: June 2020, Underwater Inspection Date: June 2020, Bridge Improvement Cost: $1,748,000, Roadway Improvement Cost: $175,000, Total Project Cost: $1,923,000 ( Estimate for 2022)
Structure Number: 17158, Location: .2 MILE WEST OF US80 (Lat: 32.362317, Lng: -86.077867), Route carried "on" structure: Ramp State highway 108, Year Built: 2003, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 500 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 1,000 (year 2028), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 251.824, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 13 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.95m (6.40ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: June 2020, Underwater Inspection Date: June 2020, Bridge Improvement Cost: $1,748,000, Roadway Improvement Cost: $175,000, Total Project Cost: $1,923,000 ( Estimate for 2022)
Find on map >> Show street view
Structure Number: 17159, Location: .2 MI WEST OF US80 (Lat: 32.362617, Lng: -86.077033), Route carried "on" structure: Ramp State highway 108, Year Built: 2003, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 500 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 1,000 (year 2028), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 251.507, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 13 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.95m (6.40ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: June 2020, Underwater Inspection Date: June 2020, Bridge Improvement Cost: $1,861,000, Roadway Improvement Cost: $186,000, Total Project Cost: $2,047,000 ( Estimate for 2022)
Structure Number: 17159, Location: .2 MI WEST OF US80 (Lat: 32.362617, Lng: -86.077033), Route carried "on" structure: Ramp State highway 108, Year Built: 2003, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 500 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 1,000 (year 2028), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 251.507, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 13 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.95m (6.40ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: June 2020, Underwater Inspection Date: June 2020, Bridge Improvement Cost: $1,861,000, Roadway Improvement Cost: $186,000, Total Project Cost: $2,047,000 ( Estimate for 2022)
Find on map >> Show street view
Structure Number: 17189, Location: 1.7 MI.E.OF ALA. RIVER (Lat: 32.440272, Lng: -86.287964), Route carried "on" structure: County highway 2120, Year Built: 1997, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 5,000 (year 1997), Truck Traffic: 10%, Average Future Daily Traffic: 6,000 (year 2041), Design Load: HS 20, Features Intersected: CREEK, Facility Carried by Structure: ALA. RIVER PARKWAY
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 0.010, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 22.1m (72.5ft), 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: 18.2m (59.7ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 58.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.3 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: Better than present minimum criteria, Length Of Structure Improvement: 1.71m (5.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $728,000, Roadway Improvement Cost: $73,000, Total Project Cost: $801,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 17189, Location: 1.7 MI.E.OF ALA. RIVER (Lat: 32.440272, Lng: -86.287964), Route carried "on" structure: County highway 2120, Year Built: 1997, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 5,000 (year 1997), Truck Traffic: 10%, Average Future Daily Traffic: 6,000 (year 2041), Design Load: HS 20, Features Intersected: CREEK, Facility Carried by Structure: ALA. RIVER PARKWAY
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 0.010, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 22.1m (72.5ft), 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: 18.2m (59.7ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 58.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.3 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: Better than present minimum criteria, Length Of Structure Improvement: 1.71m (5.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $728,000, Roadway Improvement Cost: $73,000, Total Project Cost: $801,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Find on map >> Show street view
Structure Number: 1719, Location: 0.4 MI E OF LOW WETUMPKA (Lat: 32.429042, Lng: -86.274514), Route carried "on" structure: County highway 2120, Year Built: 1997, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 5,000 (year 1997), Truck Traffic: 10%, Average Future Daily Traffic: 7,500 (year 2038), Design Load: HS 20, Features Intersected: CREEK, Facility Carried by Structure: ALABAMA RIVER PKWY
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 0.010, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 22.1m (72.5ft), 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: 18.2m (59.7ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 58.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.3 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: Equal to present minimum criteria, Length Of Structure Improvement: 1.71m (5.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $728,000, Roadway Improvement Cost: $73,000, Total Project Cost: $801,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 1719, Location: 0.4 MI E OF LOW WETUMPKA (Lat: 32.429042, Lng: -86.274514), Route carried "on" structure: County highway 2120, Year Built: 1997, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 5,000 (year 1997), Truck Traffic: 10%, Average Future Daily Traffic: 7,500 (year 2038), Design Load: HS 20, Features Intersected: CREEK, Facility Carried by Structure: ALABAMA RIVER PKWY
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 0.010, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 22.1m (72.5ft), 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: 18.2m (59.7ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 58.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.3 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: Equal to present minimum criteria, Length Of Structure Improvement: 1.71m (5.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $728,000, Roadway Improvement Cost: $73,000, Total Project Cost: $801,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Find on map >> Show street view
Structure Number: 17406, Location: 0.6 MI. S. OF ELMORE CO L (Lat: 32.409192, Lng: -86.407656), Route carried "on" structure: US 31, Year Built: 2001, Status: Open, Structure Length: 70.41m (231.00ft), Average Daily Traffic: 10,450 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 13,424 (year 2033), Design Load: HS 20, Features Intersected: ALABAMA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 299.140, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 10 degrees, Navigation Control: Yes ( Vertical Clearance: 18.7m (61.4ft), Horizontal Clearance: 61.0m (200.1ft)), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 15, Length of Maximum Span: 68.6m (225.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 41.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 70.41m (231.00ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: September 2020, Underwater Inspection Date: June 2020, Bridge Improvement Cost: $20,277,000, Roadway Improvement Cost: $2,028,000, Total Project Cost: $22,305,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 17406, Location: 0.6 MI. S. OF ELMORE CO L (Lat: 32.409192, Lng: -86.407656), Route carried "on" structure: US 31, Year Built: 2001, Status: Open, Structure Length: 70.41m (231.00ft), Average Daily Traffic: 10,450 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 13,424 (year 2033), Design Load: HS 20, Features Intersected: ALABAMA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 299.140, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 10 degrees, Navigation Control: Yes ( Vertical Clearance: 18.7m (61.4ft), Horizontal Clearance: 61.0m (200.1ft)), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 15, Length of Maximum Span: 68.6m (225.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 41.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 70.41m (231.00ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: September 2020, Underwater Inspection Date: June 2020, Bridge Improvement Cost: $20,277,000, Roadway Improvement Cost: $2,028,000, Total Project Cost: $22,305,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 17417, Location: 0.5 MI NORTH OF IN 65 (Lat: 32.273394, Lng: -86.356125), Route carried "on" structure: US 31, Year Built: 2003, Status: Open, Structure Length: 8.40m (27.56ft), Average Daily Traffic: 14,270 (year 2013), Truck Traffic: 11%, Average Future Daily Traffic: 18,331 (year 2033), Design Load: HS 20, Features Intersected: CANEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 280.863, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 24.7m (81.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 12.0m (39.4ft), Curb-To-Curb Width: 25.0m (82.0ft), Out-to-Out Width: 25.8m (84.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 52.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 9.39m (30.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $5,411,000, Roadway Improvement Cost: $541,000, Total Project Cost: $5,952,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 17417, Location: 0.5 MI NORTH OF IN 65 (Lat: 32.273394, Lng: -86.356125), Route carried "on" structure: US 31, Year Built: 2003, Status: Open, Structure Length: 8.40m (27.56ft), Average Daily Traffic: 14,270 (year 2013), Truck Traffic: 11%, Average Future Daily Traffic: 18,331 (year 2033), Design Load: HS 20, Features Intersected: CANEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 280.863, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 24.7m (81.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 12.0m (39.4ft), Curb-To-Curb Width: 25.0m (82.0ft), Out-to-Out Width: 25.8m (84.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 52.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 9.39m (30.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $5,411,000, Roadway Improvement Cost: $541,000, Total Project Cost: $5,952,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 17433, Location: 0.4 MI W OF EASTERN BLVD (Lat: 32.399600, Lng: -86.219600), Route carried "on" structure: City street , Year Built: 1997, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 3,000 (year 1990), Truck Traffic: 10%, Average Future Daily Traffic: 3,600 (year 2038), Design Load: HS 20, Features Intersected: HOLY WATER CREEK, Facility Carried by Structure: LAGOON PARK DR.
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 22.9m (75.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 40.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.07m (6.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $934,000, Roadway Improvement Cost: $93,000, Total Project Cost: $1,027,000 ( Estimate for 2022)
Structure Number: 17433, Location: 0.4 MI W OF EASTERN BLVD (Lat: 32.399600, Lng: -86.219600), Route carried "on" structure: City street , Year Built: 1997, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 3,000 (year 1990), Truck Traffic: 10%, Average Future Daily Traffic: 3,600 (year 2038), Design Load: HS 20, Features Intersected: HOLY WATER CREEK, Facility Carried by Structure: LAGOON PARK DR.
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 22.9m (75.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 40.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.07m (6.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $934,000, Roadway Improvement Cost: $93,000, Total Project Cost: $1,027,000 ( Estimate for 2022)
Find on map >> Show street view
Structure Number: 17551, Location: 0414 MI E OF US 80 (Lat: 32.360867, Lng: -86.135600), Route carried "on" structure: State highway 110, Year Built: 2000, Status: Open, Structure Length: 8.56m (28.08ft), Average Daily Traffic: 13,780 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 19,154 (year 2033), Design Load: HS 20, Features Intersected: JENKINS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.576, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 28.1m (92.2ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 28.1m (92.2ft), Out-to-Out Width: 28.9m (94.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 68.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 9.54m (31.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $6,151,000, Roadway Improvement Cost: $615,000, Total Project Cost: $6,766,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 17551, Location: 0414 MI E OF US 80 (Lat: 32.360867, Lng: -86.135600), Route carried "on" structure: State highway 110, Year Built: 2000, Status: Open, Structure Length: 8.56m (28.08ft), Average Daily Traffic: 13,780 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 19,154 (year 2033), Design Load: HS 20, Features Intersected: JENKINS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.576, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 28.1m (92.2ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 28.1m (92.2ft), Out-to-Out Width: 28.9m (94.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 68.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 9.54m (31.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $6,151,000, Roadway Improvement Cost: $615,000, Total Project Cost: $6,766,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 17757, Location: .9 MI. E OF DANNLEY FIELD (Lat: 32.309236, Lng: -86.376003), Route carried "on" structure: US 80, Year Built: 2003, Status: Open, Structure Length: 2.34m (7.68ft), Average Daily Traffic: 25,080 (year 2013), Truck Traffic: 11%, Average Future Daily Traffic: 32,795 (year 2033), Design Load: HS 20, Features Intersected: CANEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 204.852, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.4m (66.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 63.2 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: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.18m (10.43ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $2,757,000, Roadway Improvement Cost: $276,000, Total Project Cost: $3,033,000 ( Estimate for 2022)
Structure Number: 17757, Location: .9 MI. E OF DANNLEY FIELD (Lat: 32.309236, Lng: -86.376003), Route carried "on" structure: US 80, Year Built: 2003, Status: Open, Structure Length: 2.34m (7.68ft), Average Daily Traffic: 25,080 (year 2013), Truck Traffic: 11%, Average Future Daily Traffic: 32,795 (year 2033), Design Load: HS 20, Features Intersected: CANEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 204.852, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.4m (66.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 63.2 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: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.18m (10.43ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $2,757,000, Roadway Improvement Cost: $276,000, Total Project Cost: $3,033,000 ( Estimate for 2022)
Find on map >> Show street view
Structure Number: 17902, Location: 1.4 MI E. OF WASDEN ROAD (Lat: 32.242519, Lng: -86.381486), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 30 (year 2000), Average Future Daily Traffic: 100 (year 2040), Design Load: HS 20, Features Intersected: BENT CREEK, Facility Carried by Structure: WEST MCLEAN ROAD
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.9m (42.3ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.84m (12.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $816,000, Roadway Improvement Cost: $82,000, Total Project Cost: $898,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 17902, Location: 1.4 MI E. OF WASDEN ROAD (Lat: 32.242519, Lng: -86.381486), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 30 (year 2000), Average Future Daily Traffic: 100 (year 2040), Design Load: HS 20, Features Intersected: BENT CREEK, Facility Carried by Structure: WEST MCLEAN ROAD
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.9m (42.3ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.84m (12.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $816,000, Roadway Improvement Cost: $82,000, Total Project Cost: $898,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Find on map >> Show street view
Structure Number: 18287, Location: 2.5 MI.E. PINTLALA CREEK (Lat: 32.350947, Lng: -86.405911), Route carried "on" structure: County highway 18, Year Built: 2001, Status: Open, Structure Length: 2.08m (6.82ft), Average Daily Traffic: 4,280 (year 2002), Truck Traffic: 4%, Average Future Daily Traffic: 5,136 (year 2041), Design Load: HS 20, Features Intersected: ANTIOCH BRANCH, Facility Carried by Structure: OLD SELMA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), 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: 8.6m (28.2ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.85m (9.35ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $586,000, Roadway Improvement Cost: $59,000, Total Project Cost: $645,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 18287, Location: 2.5 MI.E. PINTLALA CREEK (Lat: 32.350947, Lng: -86.405911), Route carried "on" structure: County highway 18, Year Built: 2001, Status: Open, Structure Length: 2.08m (6.82ft), Average Daily Traffic: 4,280 (year 2002), Truck Traffic: 4%, Average Future Daily Traffic: 5,136 (year 2041), Design Load: HS 20, Features Intersected: ANTIOCH BRANCH, Facility Carried by Structure: OLD SELMA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), 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: 8.6m (28.2ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.85m (9.35ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $586,000, Roadway Improvement Cost: $59,000, Total Project Cost: $645,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Find on map >> Show street view
Structure Number: 18703, Location: 1500 FT. N. EAST BYPAS (Lat: 32.426667, Lng: -86.223333), Route carried "on" structure: US 231, Year Built: 2005, Status: Open, Structure Length: 5.90m (19.36ft), Average Daily Traffic: 32,030 (year 2013), Truck Traffic: 4%, Average Future Daily Traffic: 43,653 (year 2033), Design Load: HS 20, Features Intersected: CSX RAIL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 180.786, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 41.0m (134.5ft), Skew: 34 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.0m (75.5ft), Curb-To-Curb Width: 40.5m (132.9ft), Out-to-Out Width: 42.2m (138.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 86.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.94m (22.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $6,567,000, Roadway Improvement Cost: $657,000, Total Project Cost: $7,224,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 18703, Location: 1500 FT. N. EAST BYPAS (Lat: 32.426667, Lng: -86.223333), Route carried "on" structure: US 231, Year Built: 2005, Status: Open, Structure Length: 5.90m (19.36ft), Average Daily Traffic: 32,030 (year 2013), Truck Traffic: 4%, Average Future Daily Traffic: 43,653 (year 2033), Design Load: HS 20, Features Intersected: CSX RAIL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 180.786, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 41.0m (134.5ft), Skew: 34 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.0m (75.5ft), Curb-To-Curb Width: 40.5m (132.9ft), Out-to-Out Width: 42.2m (138.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 86.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.94m (22.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $6,567,000, Roadway Improvement Cost: $657,000, Total Project Cost: $7,224,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 18704, Location: 100 YRDS PAST MULLIS CRK (Lat: 32.351867, Lng: -86.118717), Route carried "on" structure: State highway 110, Year Built: 2000, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 9,480 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 13,177 (year 2033), Design Load: HS 20, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.729, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.64m (5.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $2,278,000, Roadway Improvement Cost: $228,000, Total Project Cost: $2,506,000 ( Estimate for 2022)
Structure Number: 18704, Location: 100 YRDS PAST MULLIS CRK (Lat: 32.351867, Lng: -86.118717), Route carried "on" structure: State highway 110, Year Built: 2000, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 9,480 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 13,177 (year 2033), Design Load: HS 20, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.729, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.64m (5.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $2,278,000, Roadway Improvement Cost: $228,000, Total Project Cost: $2,506,000 ( Estimate for 2022)
Find on map >> Show street view
Structure Number: 18705, Location: .16 MI E. OF US 80 (Lat: 32.364436, Lng: -86.137144), Route carried "on" structure: State highway 110, Year Built: 2000, Status: Open, Structure Length: 1.78m (5.84ft), Average Daily Traffic: 13,780 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 19,154 (year 2033), Design Load: HS 20, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.222, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 25.7m (84.3ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 72.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.7 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: 2.49m (8.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $1,898,000, Roadway Improvement Cost: $190,000, Total Project Cost: $2,088,000 ( Estimate for 2022)
Structure Number: 18705, Location: .16 MI E. OF US 80 (Lat: 32.364436, Lng: -86.137144), Route carried "on" structure: State highway 110, Year Built: 2000, Status: Open, Structure Length: 1.78m (5.84ft), Average Daily Traffic: 13,780 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 19,154 (year 2033), Design Load: HS 20, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.222, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 25.7m (84.3ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 72.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.7 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: 2.49m (8.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $1,898,000, Roadway Improvement Cost: $190,000, Total Project Cost: $2,088,000 ( Estimate for 2022)