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Bridge Statistics for Greenville, Alabama (AL) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Greenville, AL, Alabama, Alabama forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 17 Total length: 85 meters (279ft) Total costs: $20,974,000 Total average daily traffic: 207,126 Total average daily truck traffic: 40,123 National Bridge Inventory (NBI) Registered Bridges for Greenville
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 1201, Location: 0.3 MI.W.OF I65 (Lat: 31.816667, Lng: -86.666667), Route carried "on" structure: State highway 10, Year Built: 1935, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 4,830 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 4,912 (year 2027), Design Load: H 15, Features Intersected: PEAVY CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 193.884, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.6m (24.9ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 56.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.97m (16.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $492,000, Roadway Improvement Cost: $49,000, Total Project Cost: $738,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 154, Location: 0.2 MI.N.OF AL.10 (Lat: 31.816667, Lng: -86.616667), Route carried "on" structure: City street , Year Built: 1937, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 2,176 (year 2003), Truck Traffic: 30%, Average Future Daily Traffic: 2,390 (year 2023), Design Load: H 15, Features Intersected: L.&N. RR, Facility Carried by Structure: FT. DALE ST. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.200, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 11.0m (36.1ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 22.7 metric tons, Inventory Rating: 17.1 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.30m (14.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $616,000, Roadway Improvement Cost: $62,000, Total Project Cost: $924,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 1695, Location: 0.2 MI.E.OF AL.245 JCT. (Lat: 31.816667, Lng: -86.600000), Route carried "on" structure: State highway 10, Year Built: 1927, Year Reconstructed: 1938, Status: Temporarily open, Structure Length: 5.39m (17.68ft), Average Daily Traffic: 9,720 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 9,933 (year 2027), Design Load: H 15, Features Intersected: PERSIMMON CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 200.684, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.6m (24.9ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 37.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.41m (21.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $633,000, Roadway Improvement Cost: $63,000, Total Project Cost: $949,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 8568, Location: 1.2 MI N OF AL 10 (Lat: 31.833333, Lng: -86.633333), Route carried "on" structure: Interstate 65, Year Built: 1965, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 28,920 (year 2007), Truck Traffic: 25%, Average Future Daily Traffic: 30,105 (year 2027), Design Load: H 20, Features Intersected: STREAM Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 207.219, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 14 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.4m (7.9ft) Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 30.8 metric tons, Inventory Rating: 22.7 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Bridge Improvement Cost: $965,000, Roadway Improvement Cost: $97,000, Total Project Cost: $1,448,000 ( Estimate for 2008) Find on map >>
Structure Number: 8915, Location: 1.3 MI.N.OF AL.10 JCT. (Lat: 31.833333, Lng: -86.616667), Route carried "on" structure: State highway 245, Year Built: 1965, Status: Open, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 9,620 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 9,850 (year 2027), Design Load: HS 20, Features Intersected: L & N RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.134, Lanes on structure: 2, 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: 1, Number Of Approach Spans: 2, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.0m (36.1ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 44.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.67m (15.32ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $669,000, Roadway Improvement Cost: $67,000, Total Project Cost: $1,004,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 9257, Location: 0.8 MI S OF AL 10 (Lat: 31.800278, Lng: -86.681667), Route carried "on" structure: Interstate 65, Year Built: 1967, Status: Open, Structure Length: 9.33m (30.61ft), Average Daily Traffic: 12,850 (year 2007), Truck Traffic: 27%, Average Future Daily Traffic: 13,376 (year 2027), Design Load: HS 20, Features Intersected: PEAVY CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 204.042, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 13 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 67.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 10.27m (33.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Bridge Improvement Cost: $1,350,000, Roadway Improvement Cost: $135,000, Total Project Cost: $2,025,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 9258, Location: 0.8 MI S OF AL 10 (Lat: 31.803333, Lng: -86.681667), Route carried "on" structure: Interstate 65, Year Built: 1967, Status: Open, Structure Length: 9.33m (30.61ft), Average Daily Traffic: 12,850 (year 2007), Truck Traffic: 27%, Average Future Daily Traffic: 13,376 (year 2027), Design Load: HS 20, Features Intersected: PEAVY CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 204.042, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 13 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 67.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 10.27m (33.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Bridge Improvement Cost: $1,350,000, Roadway Improvement Cost: $135,000, Total Project Cost: $2,025,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 9259, Location: AL 10 AND I65 INTERCHANGE (Lat: 31.824167, Lng: -86.656111), Route carried "on" structure: Interstate 65, Year Built: 1967, Status: Open, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 12,850 (year 2007), Truck Traffic: 27%, Average Future Daily Traffic: 13,376 (year 2027), Design Load: HS 20, Features Intersected: AL 10 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 205.423, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 12 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.7m (81.0ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.9m (42.3ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 65.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 41.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.04m (19.82ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Bridge Improvement Cost: $1,013,000, Roadway Improvement Cost: $101,000, Total Project Cost: $1,519,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 926, Location: AL 10 AND I65 INTERCHANGE (Lat: 31.835278, Lng: -86.663889), Route carried "on" structure: Interstate 65, Year Built: 1967, Status: Open, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 12,850 (year 2007), Truck Traffic: 27%, Average Future Daily Traffic: 13,376 (year 2027), Design Load: HS 20, Features Intersected: AL 10 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 205.423, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 11 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.7m (81.0ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.9m (42.3ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 41.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.04m (19.82ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Bridge Improvement Cost: $1,013,000, Roadway Improvement Cost: $101,000, Total Project Cost: $1,519,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 9261, Location: 0.8 MI N OF AL 10 (Lat: 31.816667, Lng: -86.650000), Route carried "on" structure: Interstate 65, Year Built: 1967, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 28,920 (year 2007), Truck Traffic: 25%, Average Future Daily Traffic: 30,105 (year 2027), Design Load: H 20, Features Intersected: STALLINGS CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 206.542, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 13 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 30.8 metric tons, Inventory Rating: 22.7 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.20m (7.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Bridge Improvement Cost: $1,262,000, Roadway Improvement Cost: $126,000, Total Project Cost: $1,893,000 ( Estimate for 2008) Find on map >>
Structure Number: 11726, Location: 0.3 MI. E. OF I65 (Lat: 31.816667, Lng: -86.650000), Route carried "on" structure: State highway 10, Year Built: 1935, Year Reconstructed: 1977, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 5,780 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 5,947 (year 2027), Design Load: H 15, Features Intersected: STALLINGS CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 194.932, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.5m (54.1ft) Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 55.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 37.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.97m (16.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $1,068,000, Roadway Improvement Cost: $107,000, Total Project Cost: $1,602,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 16642, Location: I-65 & AL 185 INT (Lat: 31.850833, Lng: -86.633611), Route carried "on" structure: State highway 185, Year Built: 1996, Status: Open, Structure Length: 9.14m (29.99ft), Average Daily Traffic: 12,880 (year 2007), Truck Traffic: 3%, Average Future Daily Traffic: 13,150 (year 2027), Design Load: HS 20, Features Intersected: I-65 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.496, Lanes on structure: 5, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 22.9m (75.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 29.0m (95.1ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.5m (70.5ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 70.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.3 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, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 10.10m (33.14ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Bridge Improvement Cost: $2,828,000, Roadway Improvement Cost: $283,000, Total Project Cost: $4,242,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 17971, Location: IN CITY OF GREENVILLE (Lat: 31.816667, Lng: -86.616667), Route carried "on" structure: State highway 185, Year Built: 2002, Status: Open, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 5,280 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 5,338 (year 2027), Design Load: HS 20, Features Intersected: CSX RAIL ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.374, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.4m (112.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 89.0 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: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.33m (14.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Bridge Improvement Cost: $724,000, Roadway Improvement Cost: $72,000, Total Project Cost: $1,086,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 272, Location: GRNVILLE-.2MI E OF AL 185 (Lat: 31.816667, Lng: -86.616667), Route carried "under" structure: State highway 10, Year Built: 1925, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 8,070 (year 2007), Truck Traffic: 4%, Features Intersected: AL 10, Facility Carried by Structure: CSX RR Minimum Vertical Clearance: 0.30m (0.98ft), Kilometerpoint: 198.213, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Slab, Length of Maximum Span: 4.9m (16.1ft) Find on map >>
Structure Number: 9259, Location: AL 10 AND I65 INTERCHANGE (Lat: 31.824167, Lng: -86.656111), Route carried "under" structure: State highway 10, Year Built: 1967, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 4,830 (year 2007), Truck Traffic: 7%, Features Intersected: AL 10, Facility Carried by Structure: I65 SBL Minimum Vertical Clearance: 5.15m (16.90ft), Kilometerpoint: 19.452, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.7m (81.0ft) Find on map >>
Structure Number: 926, Location: AL10 & I65 INTERCHANGE (Lat: 31.835278, Lng: -86.663889), Route carried "under" structure: State highway 10, Year Built: 1967, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 5,780 (year 2007), Truck Traffic: 7%, Features Intersected: AL 10, Facility Carried by Structure: I65 NBL Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 19.462, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.7m (81.0ft) Find on map >>
Structure Number: 16642, Location: I-65 & AL 185 INT (Lat: 31.850833, Lng: -86.633611), Route carried "under" structure: Interstate 65, Year Built: 1996, Structure Length: 9.14m (29.99ft), Average Daily Traffic: 28,920 (year 2007), Truck Traffic: 25%, Features Intersected: I-65, Facility Carried by Structure: AL 185 Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 209.289, Lanes on structure: 5, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.0m (95.1ft) Discuss this city on our hugely popular Alabama forum Back to: Greenville, AL, Alabama, All US cities.
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