Bridge Statistics for Midfield, Alabama (AL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 12Number of bridges
- 121ft / 36.8mTotal length
- $16,890,000Total costs
- 121,447Total average daily traffic
- 11,941Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Midfield
- No street view available for this location
- New bridges - historical statistics
- 31930-1939
- 21950-1959
- 71980-1989
- Bridge Condition - Deck
- 80.0%Satisfactory
- 20.0%Fair
- Bridge Condition - Superstructure
- 80.0%Satisfactory
- 20.0%Fair
- Bridge Condition - Substructure
- 60.0%Good
- 20.0%Satisfactory
- 20.0%Fair
- Bridge Condition - Channel
- 14.3%Good
- 57.1%Satisfactory
- 28.6%Fair
Find on map >> Show street view
Structure Number: 719, Location: MIDFIELD (Lat: 33.464344, Lng: -86.943097), Route carried "on" structure: County highway , Year Built: 1930, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 402 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 500 (year 2041), Features Intersected: OPOSSUM CREEK, Facility Carried by Structure: OLD WARRIOR RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.37m (7.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $503,000, Roadway Improvement Cost: $50,000, Total Project Cost: $553,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 719, Location: MIDFIELD (Lat: 33.464344, Lng: -86.943097), Route carried "on" structure: County highway , Year Built: 1930, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 402 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 500 (year 2041), Features Intersected: OPOSSUM CREEK, Facility Carried by Structure: OLD WARRIOR RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.37m (7.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $503,000, Roadway Improvement Cost: $50,000, Total Project Cost: $553,000 ( 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: 1407, Location: BESSEMER HWY(MIDFIELD PK) (Lat: 33.462444, Lng: -86.912433), Route carried "on" structure: US 11, Year Built: 1936, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 18,480 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 23,137 (year 2041), Features Intersected: BRANCH
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 206.817, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $1,160,000, Roadway Improvement Cost: $116,000, Total Project Cost: $1,276,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1407, Location: BESSEMER HWY(MIDFIELD PK) (Lat: 33.462444, Lng: -86.912433), Route carried "on" structure: US 11, Year Built: 1936, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 18,480 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 23,137 (year 2041), Features Intersected: BRANCH
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 206.817, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $1,160,000, Roadway Improvement Cost: $116,000, Total Project Cost: $1,276,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 3846, Location: SHORT ST * LOVOY ST (Lat: 33.478333, Lng: -86.908333), Route carried "on" structure: City street , Year Built: 1950, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 200 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 200 (year 2041), Design Load: H 15, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: SHORT ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.499, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.9m (6.2ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.74m (5.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $301,000, Roadway Improvement Cost: $30,000, Total Project Cost: $331,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 3846, Location: SHORT ST * LOVOY ST (Lat: 33.478333, Lng: -86.908333), Route carried "on" structure: City street , Year Built: 1950, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 200 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 200 (year 2041), Design Load: H 15, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: SHORT ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.499, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.9m (6.2ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.74m (5.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $301,000, Roadway Improvement Cost: $30,000, Total Project Cost: $331,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 3848, Location: COLLIER DR * LOVOY ST (Lat: 33.478333, Lng: -86.908333), Route carried "on" structure: City street , Year Built: 1950, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 85 (year 2021), Average Future Daily Traffic: 100 (year 2041), Design Load: H 15, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: COLLIER DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.499, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.9m (6.2ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.74m (5.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $301,000, Roadway Improvement Cost: $30,000, Total Project Cost: $331,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 3848, Location: COLLIER DR * LOVOY ST (Lat: 33.478333, Lng: -86.908333), Route carried "on" structure: City street , Year Built: 1950, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 85 (year 2021), Average Future Daily Traffic: 100 (year 2041), Design Load: H 15, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: COLLIER DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.499, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.9m (6.2ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.74m (5.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $301,000, Roadway Improvement Cost: $30,000, Total Project Cost: $331,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 11727, Location: MIDFIELD (Lat: 33.458122, Lng: -86.904942), Route carried "on" structure: County highway 435, Year Built: 1935, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 15,570 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 21,840 (year 2041), Features Intersected: VALLEY CREEK, Facility Carried by Structure: MIDFIELD STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.2m (33.5ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 16.2m (53.1ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $1,467,000, Roadway Improvement Cost: $147,000, Total Project Cost: $1,614,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 11727, Location: MIDFIELD (Lat: 33.458122, Lng: -86.904942), Route carried "on" structure: County highway 435, Year Built: 1935, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 15,570 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 21,840 (year 2041), Features Intersected: VALLEY CREEK, Facility Carried by Structure: MIDFIELD STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.2m (33.5ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 16.2m (53.1ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $1,467,000, Roadway Improvement Cost: $147,000, Total Project Cost: $1,614,000 ( 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: 12312, Location: I 59 RAMP TO VALLEY RD (Lat: 33.461111, Lng: -86.945000), Route carried "on" structure: Ramp Interstate 20, Year Built: 1980, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 6,130 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 7,584 (year 2040), Design Load: HS 20, Features Intersected: OPPOSSUM CREEK
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 186.817, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 7, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 43.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.73m (12.24ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $3,098,000, Roadway Improvement Cost: $310,000, Total Project Cost: $3,408,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 12312, Location: I 59 RAMP TO VALLEY RD (Lat: 33.461111, Lng: -86.945000), Route carried "on" structure: Ramp Interstate 20, Year Built: 1980, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 6,130 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 7,584 (year 2040), Design Load: HS 20, Features Intersected: OPPOSSUM CREEK
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 186.817, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 7, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 43.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.73m (12.24ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $3,098,000, Roadway Improvement Cost: $310,000, Total Project Cost: $3,408,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 12313, Location: I 59 * RUTLEDGE DR (Lat: 33.459167, Lng: -86.946667), Route carried "on" structure: Interstate 20, Year Built: 1980, Status: Open, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 30,650 (year 2021), Truck Traffic: 14%, Average Future Daily Traffic: 37,920 (year 2041), Design Load: HS 20, Features Intersected: RUTLEDGE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 186.867, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 57.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.26m (23.82ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $2,040,000, Roadway Improvement Cost: $204,000, Total Project Cost: $2,244,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 12313, Location: I 59 * RUTLEDGE DR (Lat: 33.459167, Lng: -86.946667), Route carried "on" structure: Interstate 20, Year Built: 1980, Status: Open, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 30,650 (year 2021), Truck Traffic: 14%, Average Future Daily Traffic: 37,920 (year 2041), Design Load: HS 20, Features Intersected: RUTLEDGE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 186.867, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 57.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.26m (23.82ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $2,040,000, Roadway Improvement Cost: $204,000, Total Project Cost: $2,244,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 12314, Location: I59 * RUTLEDGE DR (Lat: 33.459031, Lng: -86.946742), Route carried "on" structure: Interstate 20, Year Built: 1980, Status: Open, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 30,650 (year 2021), Truck Traffic: 14%, Average Future Daily Traffic: 37,920 (year 2041), Design Load: HS 20, Features Intersected: RUTLEDGE DR
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 186.867, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 57.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.26m (23.82ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $2,041,000, Roadway Improvement Cost: $204,000, Total Project Cost: $2,245,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 12314, Location: I59 * RUTLEDGE DR (Lat: 33.459031, Lng: -86.946742), Route carried "on" structure: Interstate 20, Year Built: 1980, Status: Open, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 30,650 (year 2021), Truck Traffic: 14%, Average Future Daily Traffic: 37,920 (year 2041), Design Load: HS 20, Features Intersected: RUTLEDGE DR
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 186.867, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 57.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.26m (23.82ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $2,041,000, Roadway Improvement Cost: $204,000, Total Project Cost: $2,245,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 12315, Location: RAMP C * VALLEY RD (Lat: 33.461100, Lng: -86.946500), Route carried "on" structure: Ramp Interstate 20, Year Built: 1980, Status: Open, Structure Length: 13.93m (45.70ft), Average Daily Traffic: 6,130 (year 2021), Truck Traffic: 14%, Average Future Daily Traffic: 7,584 (year 2041), Design Load: HS 20, Features Intersected: VALLEY ROAD, Facility Carried by Structure: RAMP C
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 187.086, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 43.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.9 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: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 14.73m (48.33ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $4,444,000, Roadway Improvement Cost: $444,000, Total Project Cost: $4,888,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 12315, Location: RAMP C * VALLEY RD (Lat: 33.461100, Lng: -86.946500), Route carried "on" structure: Ramp Interstate 20, Year Built: 1980, Status: Open, Structure Length: 13.93m (45.70ft), Average Daily Traffic: 6,130 (year 2021), Truck Traffic: 14%, Average Future Daily Traffic: 7,584 (year 2041), Design Load: HS 20, Features Intersected: VALLEY ROAD, Facility Carried by Structure: RAMP C
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 187.086, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 43.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.9 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: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 14.73m (48.33ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $4,444,000, Roadway Improvement Cost: $444,000, Total Project Cost: $4,888,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 12313, Location: I 59 * RUTLEDGE DR (Lat: 33.459167, Lng: -86.946667), Route carried "under" structure: Alternate City street , Year Built: 1980, Structure Length: 0. m, Average Daily Traffic: 600 (year 2021), Truck Traffic: 1%, Features Intersected: RUTLEDGE DRIVE, Facility Carried by Structure: I 20/59
Minimum Vertical Clearance: 6.53m (21.42ft), Kilometerpoint: 0.010, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.2m (76.1ft)
Structure Number: 12313, Location: I 59 * RUTLEDGE DR (Lat: 33.459167, Lng: -86.946667), Route carried "under" structure: Alternate City street , Year Built: 1980, Structure Length: 0. m, Average Daily Traffic: 600 (year 2021), Truck Traffic: 1%, Features Intersected: RUTLEDGE DRIVE, Facility Carried by Structure: I 20/59
Minimum Vertical Clearance: 6.53m (21.42ft), Kilometerpoint: 0.010, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.2m (76.1ft)
Find on map >> Show street view
Structure Number: 12314, Location: I59 * RUTLEDGE DR (Lat: 33.459031, Lng: -86.946742), Route carried "under" structure: Alternate City street , Year Built: 1980, Structure Length: 0. m, Average Daily Traffic: 550 (year 2021), Truck Traffic: 1%, Features Intersected: RUTLEDGE DR, Facility Carried by Structure: I 20/59
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 0.010, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.2m (76.1ft)
Structure Number: 12314, Location: I59 * RUTLEDGE DR (Lat: 33.459031, Lng: -86.946742), Route carried "under" structure: Alternate City street , Year Built: 1980, Structure Length: 0. m, Average Daily Traffic: 550 (year 2021), Truck Traffic: 1%, Features Intersected: RUTLEDGE DR, Facility Carried by Structure: I 20/59
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 0.010, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.2m (76.1ft)
Find on map >> Show street view
Structure Number: 12315, Location: RAMP C * VALLEY RD (Lat: 33.461100, Lng: -86.946500), Route carried "under" structure: Ramp City street 11, Year Built: 1980, Structure Length: 0. m, Average Daily Traffic: 12,000 (year 2021), Truck Traffic: 2%, Features Intersected: VALLEY ROAD, Facility Carried by Structure: RAMP C
Minimum Vertical Clearance: 5.24m (17.19ft), Kilometerpoint: 186.964, Lanes on structure: 2, Lanes under structure: 4, Toll: Toll bridge, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.0m (105.0ft)
Structure Number: 12315, Location: RAMP C * VALLEY RD (Lat: 33.461100, Lng: -86.946500), Route carried "under" structure: Ramp City street 11, Year Built: 1980, Structure Length: 0. m, Average Daily Traffic: 12,000 (year 2021), Truck Traffic: 2%, Features Intersected: VALLEY ROAD, Facility Carried by Structure: RAMP C
Minimum Vertical Clearance: 5.24m (17.19ft), Kilometerpoint: 186.964, Lanes on structure: 2, Lanes under structure: 4, Toll: Toll bridge, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.0m (105.0ft)