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Bridge Statistics for Cullman, Alabama (AL) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Cullman, AL, Alabama, Alabama forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 22 Total length: 115 meters (377ft) Total costs: $27,662,000 Total average daily traffic: 231,378 Total average daily truck traffic: 38,919 National Bridge Inventory (NBI) Registered Bridges for Cullman
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 6, Location: 0.1 MI E JCT US 31 (Lat: 34.166667, Lng: -86.833333), Route carried "on" structure: City street , Year Built: 1994, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 760 (year 2008), Truck Traffic: 1%, Average Future Daily Traffic: 1,065 (year 2028), Design Load: HS 20, Features Intersected: CSX RR, Facility Carried by Structure: 7TH ST SE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.2m (49.9ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 40.8 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.36m (14.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2008, Bridge Improvement Cost: $863,000, Roadway Improvement Cost: $86,000, Total Project Cost: $1,294,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 62, Location: 0.1 MI E JCT US 31 (Lat: 34.166667, Lng: -86.833333), Route carried "on" structure: City street , Year Built: 1912, Status: Posted for load, Structure Length: 3.08m (10.10ft), Average Daily Traffic: 1,000 (year 1987), Truck Traffic: 1%, Average Future Daily Traffic: 1,440 (year 2011), Features Intersected: L&N RR, Facility Carried by Structure: 2ND ST SE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: Railroad, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.6m (5.2ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 11.2m (36.7ft) Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Operating Rating: 5.3 metric tons, Inventory Rating: 3.6 metric tons, Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 3.91m (12.83ft), Designated Inspection Frequency: Every 3 months, Inspection Date: November 1991, Bridge Improvement Cost: $570,000, Roadway Improvement Cost: $57,000, Total Project Cost: $855,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 1248, Location: 0.1 MI E JCT US 31 (Lat: 34.166667, Lng: -86.833333), Route carried "on" structure: City street , Year Built: 1935, Status: Posted for load, Structure Length: 3.08m (10.10ft), Average Daily Traffic: 880 (year 1988), Truck Traffic: 1%, Average Future Daily Traffic: 1,240 (year 2011), Features Intersected: L&N RR, Facility Carried by Structure: 5TH ST SE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: Railroad, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.0m, Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 11.6m (38.1ft) Condition: Deck: Poor, Superstructure: Poor, Substructure: Serious, Operating Rating: 2.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 1.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 3.91m (12.83ft), Designated Inspection Frequency: Every 1 months, Inspection Date: November 1991, Bridge Improvement Cost: $592,000, Roadway Improvement Cost: $59,000, Total Project Cost: $888,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 1618, Location: 0.8 MI E JCT SR69 & US278 (Lat: 34.170833, Lng: -86.788611), Route carried "on" structure: US 278, Year Built: 1937, Status: Open, Structure Length: 4.97m (16.31ft), Average Daily Traffic: 5,985 (year 2007), Truck Traffic: 12%, Average Future Daily Traffic: 6,194 (year 2027), Design Load: H 15, Features Intersected: BRINDLE CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 134.211, Lanes on 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: 1, Number Of Approach Spans: 4, Length of Maximum Span: 17.4m (57.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 42.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: 5.98m (19.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $646,000, Roadway Improvement Cost: $65,000, Total Project Cost: $969,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 2711, Location: 1.3 MI E JCT SR 69 & US31 (Lat: 34.172500, Lng: -86.820000), Route carried "on" structure: US 278, Year Built: 1942, Status: Open, Structure Length: 9.94m (32.61ft), Average Daily Traffic: 14,980 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 14,935 (year 2027), Design Load: H 15, Features Intersected: EIGHT MILE CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 394.832, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 5, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.5m (34.4ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 40.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: 10.86m (35.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Bridge Improvement Cost: $1,483,000, Roadway Improvement Cost: $148,000, Total Project Cost: $2,224,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 374, Location: 1.1 MI E JCT US 31 (Lat: 34.183333, Lng: -86.833333), Route carried "on" structure: City street , Year Built: 1950, Status: Posted for load, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 3,220 (year 2008), Truck Traffic: 6%, Average Future Daily Traffic: 2,650 (year 2028), Design Load: H 15, Features Intersected: BRIDGE CREEK, Facility Carried by Structure: CO RT 35 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.6m (24.9ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 42.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 26.4 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, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 1.77m (5.81ft), Designated Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2008, Other Special Inspection Date: March 2008, Bridge Improvement Cost: $175,000, Roadway Improvement Cost: $18,000, Total Project Cost: $263,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 6659, Location: 0.1 MI N JCT LARKWOOD (Lat: 34.183333, Lng: -86.800000), Route carried "on" structure: City street , Year Built: 1959, Status: Posted for load, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 495 (year 2008), Truck Traffic: 1%, Average Future Daily Traffic: 927 (year 2028), Design Load: H 10, Features Intersected: EIGHT MILE CREEK, Facility Carried by Structure: CONVENT ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.7m (28.5ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.5m (21.3ft) Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Poor, Channel: Fair, Operating Rating: 7.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 5.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.37m (11.06ft), Designated Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2008, Other Special Inspection Date: March 2008, Bridge Improvement Cost: $285,000, Roadway Improvement Cost: $29,000, Total Project Cost: $428,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 7092, Location: JCT I-65 & US 278 (Lat: 34.174444, Lng: -86.874722), Route carried "on" structure: US 278, Year Built: 1960, Year Reconstructed: 1994, Status: Open, Structure Length: 8.08m (26.51ft), Average Daily Traffic: 5,175 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 5,288 (year 2027), Design Load: HS 20, Features Intersected: I-65 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 124.412, Lanes on structure: 3, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Skew: 21 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 14.3m (46.9ft), Out-to-Out Width: 15.3m (50.2ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 9.08m (29.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $1,810,000, Roadway Improvement Cost: $181,000, Total Project Cost: $2,715,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 7093, Location: JCT I-65 & US 278 (Lat: 34.189444, Lng: -86.879167), Route carried "on" structure: US 278, Year Built: 1960, Year Reconstructed: 1994, Status: Open, Structure Length: 8.08m (26.51ft), Average Daily Traffic: 5,175 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 5,288 (year 2027), Design Load: HS 20, Features Intersected: I-65 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 124.412, Lanes on structure: 3, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Skew: 21 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 14.3m (46.9ft), Out-to-Out Width: 15.3m (50.2ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.08m (29.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $1,810,000, Roadway Improvement Cost: $181,000, Total Project Cost: $2,715,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 7755, Location: JCT CSX RR & US278;SR69 (Lat: 34.166667, Lng: -86.833333), Route carried "on" structure: US 278, Year Built: 1962, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 16,000 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 16,064 (year 2027), Design Load: HS 20, Features Intersected: CSX RAILROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 393.195, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 20.2m (66.3ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 43.5 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.06m (13.32ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Bridge Improvement Cost: $1,069,000, Roadway Improvement Cost: $107,000, Total Project Cost: $1,604,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 1036, Location: 0.1 MI N JCT COTTONWOOD L (Lat: 34.150000, Lng: -86.816667), Route carried "on" structure: City street , Year Built: 1970, Status: Posted for load, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 489 (year 2008), Truck Traffic: 1%, Average Future Daily Traffic: 572 (year 2028), Design Load: H 10, Features Intersected: BRANCH, Facility Carried by Structure: BRIARWOOD LANE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 8.7m (28.5ft) Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 8.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 2.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.26m (4.13ft), Designated Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2008, Other Special Inspection Date: March 2008, Bridge Improvement Cost: $142,000, Roadway Improvement Cost: $14,000, Total Project Cost: $213,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 13055, Location: 1.6 MI N JCT SR69 & SR157 (Lat: 34.183333, Lng: -86.800000), Route carried "on" structure: State highway 157, Year Built: 1983, Status: Open, Structure Length: 18.41m (60.40ft), Average Daily Traffic: 14,180 (year 2007), Truck Traffic: 16%, Average Future Daily Traffic: 15,101 (year 2027), Design Load: HS 20, Features Intersected: CATOMA LAKE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.573, 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: 7, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 58.0 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 19.06m (62.53ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: January 2008, Underwater Inspection Date: June 2006, Bridge Improvement Cost: $3,177,000, Roadway Improvement Cost: $318,000, Total Project Cost: $4,766,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 13057, Location: 3.9 MI N JCT SR69 & SR157 (Lat: 34.200000, Lng: -86.850000), Route carried "on" structure: State highway 157, Year Built: 1983, Status: Open, Structure Length: 4.69m (15.39ft), Average Daily Traffic: 17,170 (year 2007), Truck Traffic: 12%, Average Future Daily Traffic: 18,114 (year 2027), Design Load: HS 20, Features Intersected: L & N RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.339, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, 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: Very good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 61.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.1 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.69m (18.67ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Bridge Improvement Cost: $965,000, Roadway Improvement Cost: $97,000, Total Project Cost: $1,448,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 14253, Location: 0.7 MI N JCT 278 (Lat: 34.183333, Lng: -86.833333), Route carried "on" structure: City street , Year Built: 1987, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 489 (year 2008), Truck Traffic: 1%, Average Future Daily Traffic: 927 (year 2028), Design Load: HS 20, Features Intersected: WOLF CREEK, Facility Carried by Structure: CONVENT ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.3m (27.2ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 43.5 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2008, Bridge Improvement Cost: $184,000, Roadway Improvement Cost: $18,000, Total Project Cost: $276,000 ( Estimate for 2008), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 15027, Location: JCT I65 & SR 157 (Lat: 34.226667, Lng: -86.880833), Route carried "on" structure: State highway 157, Year Built: 1965, Year Reconstructed: 1990, Status: Open, Structure Length: 9.11m (29.89ft), Average Daily Traffic: 20,710 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 21,704 (year 2027), Design Load: HS 20, Features Intersected: I65 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.765, Lanes on structure: 5, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 25.3m (83.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.0m (82.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 24.5m (80.4ft), Out-to-Out Width: 25.4m (83.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 35.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 10.07m (33.04ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $3,331,000, Roadway Improvement Cost: $333,000, Total Project Cost: $4,996,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 15716, Location: 0.1 MI E JCT US31 & US278 (Lat: 34.166667, Lng: -86.833333), Route carried "on" structure: City street , Year Built: 1993, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 10,970 (year 2008), Truck Traffic: 8%, Average Future Daily Traffic: 15,993 (year 2028), Design Load: HS 20, Features Intersected: CSX RR, Facility Carried by Structure: 4TH ST SE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.003, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 19.8m (65.0ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 40.8 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.98m (13.06ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2008, Bridge Improvement Cost: $1,028,000, Roadway Improvement Cost: $103,000, Total Project Cost: $1,542,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 16883, Location: 0.5 MI E JCT US 31 (Lat: 34.183333, Lng: -86.850000), Route carried "on" structure: City street , Year Built: 1915, Year Reconstructed: 1986, Status: Posted for load, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 670 (year 1987), Truck Traffic: 1%, Average Future Daily Traffic: 1,005 (year 2018), Design Load: H 10, Features Intersected: RAILROAD @ WALNUT STREET, Facility Carried by Structure: WALNUT ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: Railroad, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 5.5m (18.0ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 7.2 metric tons, Inventory Rating: 5.3 metric tons, Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 4.36m (14.30ft), Designated Inspection Frequency: Every 12 months, Inspection Date: Febuary 1997, Bridge Improvement Cost: $311,000, Roadway Improvement Cost: $31,000, Total Project Cost: $466,000 ( Estimate for 2008), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber Find on map >>
Structure Number: 57, Location: 0.1 MI E JCT US 31 (Lat: 34.133333, Lng: -86.816667), Route carried "under" structure: City street , Year Built: 1912, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 810 (year 1996), Truck Traffic: 10%, Features Intersected: L&N RR, Facility Carried by Structure: L&N RR Minimum Vertical Clearance: 0.31m (1.02ft), Kilometerpoint: 0.001, Lanes under structure: 1, Material/Design: Concrete, Design/Construction: Arch - Deck, Length of Maximum Span: 11.3m (37.1ft) Find on map >>
Structure Number: 65, Location: 0.1 MI N JCT US 31 (Lat: 34.133333, Lng: -86.816667), Route carried "under" structure: City street , Year Built: 1912, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 870 (year 1996), Truck Traffic: 1%, Features Intersected: L&N RR, Facility Carried by Structure: L&N RR Minimum Vertical Clearance: 3.25m (10.66ft), Kilometerpoint: 0.001, Lanes under structure: 1, Material/Design: Concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 13.4m (44.0ft) Find on map >>
Structure Number: 7092, Location: JCT I65 & US 278 (Lat: 34.174444, Lng: -86.874722), Route carried "under" structure: Interstate 65, Year Built: 1960, Structure Length: 8.08m (26.51ft), Average Daily Traffic: 36,980 (year 2007), Truck Traffic: 26%, Features Intersected: US 278 & SR 74, Facility Carried by Structure: US 278; SR 74 Minimum Vertical Clearance: 5.59m (18.34ft), Kilometerpoint: 494.788, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 22.3m (73.2ft) Find on map >>
Structure Number: 7093, Location: JCT I65 & US 278 (Lat: 34.189444, Lng: -86.879167), Route carried "under" structure: Interstate 65, Year Built: 1960, Structure Length: 8.08m (26.51ft), Average Daily Traffic: 36,980 (year 2007), Truck Traffic: 26%, Features Intersected: US 278 & SR 74, Facility Carried by Structure: US 278; SR 74 Minimum Vertical Clearance: 5.66m (18.57ft), Kilometerpoint: 494.772, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 22.3m (73.2ft) Find on map >>
Structure Number: 15027, Location: JCT I65 & SR 157 (Lat: 34.226667, Lng: -86.880833), Route carried "under" structure: Interstate 65, Year Built: 1965, Structure Length: 9.11m (29.89ft), Average Daily Traffic: 37,390 (year 2007), Truck Traffic: 26%, Features Intersected: SR 157, Facility Carried by Structure: SR 157 Minimum Vertical Clearance: 0.61m (2.00ft), Kilometerpoint: 499.003, Lanes on structure: 5, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 25.0m (82.0ft) Discuss this city on our hugely popular Alabama forum Back to: Cullman, AL, Alabama, All US cities.
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