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Bridge Statistics for Graysville, Alabama (AL) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Graysville, AL, Alabama, Alabama forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 20 Total length: 164 meters (538ft) Total costs: $55,026,000 Total average daily traffic: 89,893 Total average daily truck traffic: 11,346 National Bridge Inventory (NBI) Registered Bridges for Graysville
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 83, Location: 100' W BAXTER AVE (Lat: 33.616667, Lng: -86.933333), Route carried "on" structure: County highway 102, Year Built: 1930, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 3,281 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 4,575 (year 2027), Features Intersected: PRUDES CREEK, Facility Carried by Structure: BLOSSBURG RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.9m (29.2ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 14.5 metric tons, Inventory Rating: 10.9 metric tons, Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.20m (7.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $255,000, Roadway Improvement Cost: $26,000, Total Project Cost: $383,000 ( Estimate for 2008) Find on map >>
Structure Number: 7121, Location: 1 MI N HWY 78 (Lat: 33.616667, Lng: -86.950000), Route carried "on" structure: County highway 112, Year Built: 1960, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 1,327 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 1,555 (year 2027), Features Intersected: PRUDES CREEK, Facility Carried by Structure: GLASCOW HOLLOW RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.6m (21.7ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 8.5m (27.9ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 14.5 metric tons, Inventory Rating: 10.9 metric tons, Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.36m (4.46ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $151,000, Roadway Improvement Cost: $15,000, Total Project Cost: $226,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 7327, Location: US 78 GRAYSVILLE INTR (Lat: 33.616667, Lng: -86.966667), Route carried "on" structure: State highway 5, Year Built: 1961, Status: Open, Structure Length: 6.92m (22.70ft), Average Daily Traffic: 14,650 (year 2007), Truck Traffic: 14%, Average Future Daily Traffic: 14,884 (year 2027), Design Load: HS 20, Features Intersected: CO RD 12, Facility Carried by Structure: US 78 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 234.147, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 75.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.94m (26.05ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $971,000, Roadway Improvement Cost: $97,000, Total Project Cost: $1,456,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 7328, Location: US 78 & 7 TH AVE S W (Lat: 33.630556, Lng: -86.968056), Route carried "on" structure: City street , Year Built: 1961, Status: Open, Structure Length: 7.47m (24.51ft), Average Daily Traffic: 2,250 (year 2001), Truck Traffic: 1%, Average Future Daily Traffic: 3,200 (year 2027), Design Load: HS 20, Features Intersected: US 78, Facility Carried by Structure: 7 TH AVE S W Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 43.5 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 8.48m (27.82ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $808,000, Roadway Improvement Cost: $81,000, Total Project Cost: $1,212,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 16701, Location: 300 FT S CHERRY AVE (Lat: 33.616667, Lng: -86.916667), Route carried "on" structure: County highway , Year Built: 1960, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 1,955 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 2,700 (year 2027), Design Load: HS 20, Features Intersected: PRUDES CREEK, Facility Carried by Structure: HILLCREST ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 43.6 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.26m (4.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $286,000, Roadway Improvement Cost: $29,000, Total Project Cost: $429,000 ( Estimate for 2008) Find on map >>
Structure Number: 17652, Location: GRAYSVILLE INTERCHANGE (Lat: 33.633333, Lng: -86.966667), Route carried "on" structure: State highway 5, Year Built: 2001, Status: Open, Structure Length: 13.01m (42.68ft), Average Daily Traffic: 14,965 (year 2007), Truck Traffic: 15%, Average Future Daily Traffic: 15,279 (year 2027), Design Load: HS 20, Features Intersected: CORRIDOR X Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 235.769, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.7m (54.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 62.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 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, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 13.83m (45.37ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Bridge Improvement Cost: $3,015,000, Roadway Improvement Cost: $302,000, Total Project Cost: $4,523,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 17653, Location: GRAYSVILLE INTERCHANGE (Lat: 33.633333, Lng: -86.966667), Route carried "on" structure: State highway 5, Year Built: 2000, Status: Open, Structure Length: 13.01m (42.68ft), Average Daily Traffic: 14,965 (year 2007), Truck Traffic: 15%, Average Future Daily Traffic: 15,279 (year 2027), Design Load: HS 20, Features Intersected: CORRIDOR X Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 235.769, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.7m (54.8ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Operating Rating: 62.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 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, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 13.82m (45.34ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Bridge Improvement Cost: $3,007,000, Roadway Improvement Cost: $301,000, Total Project Cost: $4,511,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 17654, Location: .1 MI. NO.GRAYSVILLE INT. (Lat: 33.646389, Lng: -86.980556), Route carried "on" structure: City street 71, Year Built: 2001, Status: Open, Structure Length: 18.26m (59.91ft), Average Daily Traffic: 2,000 (year 2001), Truck Traffic: 1%, Average Future Daily Traffic: 3,000 (year 2027), Design Load: HS 20, Features Intersected: CORRIDOR X, Facility Carried by Structure: LINNDALL RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 7.4m (24.3ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 43.3m (142.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Operating Rating: 63.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 38.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 18.92m (62.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $3,221,000, Roadway Improvement Cost: $322,000, Total Project Cost: $4,831,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 17717, Location: .7 MI.WEST CO. RD. 112 (Lat: 33.633333, Lng: -86.950000), Route carried "on" structure: US 78, Year Built: 2001, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 200 (year 2007), Truck Traffic: 1%, Average Future Daily Traffic: 400 (year 2027), Design Load: HS 20, Features Intersected: PRUDES CREEK, Facility Carried by Structure: CORR X Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 138.999, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 36.6m (120.1ft), Skew: 9 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 304.5m (999.0ft), Out-to-Out Width: 304.5m (999.0ft) Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 43.6 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.44m (4.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $5,142,000, Roadway Improvement Cost: $514,000, Total Project Cost: $7,713,000 ( Estimate for 2008) Find on map >>
Structure Number: 17718, Location: BLOSSBURG (Lat: 33.620556, Lng: -86.967222), Route carried "on" structure: Alternate US 78, Year Built: 2002, Status: Open, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 100 (year 2002), Average Future Daily Traffic: 200 (year 2027), Design Load: HS 20, Features Intersected: COUNTY RD 112, Facility Carried by Structure: CORR X Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 140.576, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 25.2m (82.7ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 43.6 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.93m (29.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $2,931,000, Roadway Improvement Cost: $293,000, Total Project Cost: $4,396,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 17719, Location: BLOSSBURG (Lat: 33.618611, Lng: -86.959167), Route carried "on" structure: Alternate US 78, Year Built: 2002, Status: Open, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 100 (year 2007), Average Future Daily Traffic: 200 (year 2027), Design Load: HS 20, Features Intersected: COUNTY RD 112, Facility Carried by Structure: CORR X Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 140.576, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 25.2m (82.7ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 43.6 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.93m (29.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $2,931,000, Roadway Improvement Cost: $293,000, Total Project Cost: $4,396,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 1772, Location: 400'EAST OF C. R. 112 (Lat: 33.617222, Lng: -86.936944), Route carried "on" structure: Alternate US 78, Year Built: 2001, Status: Open, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 200 (year 2007), Truck Traffic: 1%, Average Future Daily Traffic: 200 (year 2027), Design Load: HS 20, Features Intersected: PRUDES CREEK, Facility Carried by Structure: CORR X Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 140.818, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 39.6m (129.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 304.5m (999.0ft), Out-to-Out Width: 304.5m (999.0ft) Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 43.6 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.44m (4.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $4,692,000, Roadway Improvement Cost: $469,000, Total Project Cost: $7,038,000 ( Estimate for 2008) Find on map >>
Structure Number: 17722, Location: 1 M.EAST OF CR 12 (Lat: 33.618611, Lng: -86.951667), Route carried "on" structure: US 78, Year Built: 2001, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 200 (year 2007), Truck Traffic: 1%, Average Future Daily Traffic: 400 (year 2027), Design Load: HS 20, Features Intersected: PRUDES CREEK, Facility Carried by Structure: CORR X Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 142.266, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 304.5m (999.0ft), Out-to-Out Width: 304.5m (999.0ft) Condition: Channel: Good, Culverts: Very good, Operating Rating: 40.9 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.61m (5.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $4,851,000, Roadway Improvement Cost: $485,000, Total Project Cost: $7,276,000 ( Estimate for 2008) Find on map >>
Structure Number: 17724, Location: HILL CREST RD &CORR X (Lat: 33.611667, Lng: -86.923889), Route carried "on" structure: County highway 65, Year Built: 2001, Status: Open, Structure Length: 12.95m (42.49ft), Average Daily Traffic: 500 (year 2007), Truck Traffic: 1%, Average Future Daily Traffic: 750 (year 2027), Design Load: HS 20, Features Intersected: CORRIDOR X Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 41.1m (134.8ft), Curb-To-Curb Width: 23.8m (78.1ft), Out-to-Out Width: 24.7m (81.0ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 43.6 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 13.77m (45.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $4,424,000, Roadway Improvement Cost: $442,000, Total Project Cost: $6,636,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 7327, Location: GRAYSVILLE INTERCHANGE (Lat: 33.616667, Lng: -86.966667), Route carried "under" structure: County highway 12, Year Built: 1961, Structure Length: 6.92m (22.70ft), Average Daily Traffic: 3,100 (year 2001), Truck Traffic: 5%, Features Intersected: CO RD 12, Facility Carried by Structure: US 78 Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.0m (82.0ft) Find on map >>
Structure Number: 7328, Location: US 78 & 7TH AVE GRAYSVILL (Lat: 33.630556, Lng: -86.968056), Route carried "under" structure: State highway 5, Year Built: 1961, Structure Length: 7.47m (24.51ft), Average Daily Traffic: 29,300 (year 2007), Truck Traffic: 14%, Features Intersected: US 78, Facility Carried by Structure: 7 TH AVE S W Minimum Vertical Clearance: 6.49m (21.29ft), Kilometerpoint: 233.274, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 20.7m (67.9ft) Find on map >>
Structure Number: 17652, Location: GRAYSVILLE (Lat: 33.633333, Lng: -86.966667), Route carried "under" structure: US 78, Year Built: 2001, Structure Length: 13.01m (42.68ft), Average Daily Traffic: 200 (year 3 ), Features Intersected: CORRIDOR X, Facility Carried by Structure: AL 5 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 137.438, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.6m (129.9ft) Find on map >>
Structure Number: 17653, Location: GRAYSVILLE (Lat: 33.633333, Lng: -86.966667), Route carried "under" structure: US 78, Year Built: 2000, Structure Length: 13.01m (42.68ft), Average Daily Traffic: 200 (year 2007), Truck Traffic: 1%, Features Intersected: CORRIDOR X, Facility Carried by Structure: AL 5 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 137.438, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.6m (129.9ft) Find on map >>
Structure Number: 17654, Location: LINNDALL RD OVER CORR X (Lat: 33.646389, Lng: -86.980556), Route carried "under" structure: US 78, Year Built: 2001, Structure Length: 18.26m (59.91ft), Average Daily Traffic: 200 (year 2007), Truck Traffic: 1%, Features Intersected: CORRIDOR X, Facility Carried by Structure: LINNDALL RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 137.921, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 43.3m (142.1ft) Find on map >>
Structure Number: 17724, Location: CORR X @ HILLCREST RD (Lat: 33.611667, Lng: -86.923889), Route carried "under" structure: US 78, Year Built: 2001, Structure Length: 12.95m (42.49ft), Average Daily Traffic: 200 (year 2005), Truck Traffic: 1%, Features Intersected: CORRIDOR X, Facility Carried by Structure: CR 65 (HILLCREST) Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 143.553, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 41.1m (134.8ft) Discuss this city on our hugely popular Alabama forum Back to: Graysville, AL, Alabama, All US cities.
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