Bridge Statistics for Jacksons' Gap, Alabama (AL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 10Number of bridges
- 38m125ftTotal length
- $20,237,000Total costs
- 40,100Total average daily traffic
- 4,561Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Jacksons' Gap
- No street view available for this location
- 11920-1929
- 21930-1939
- 11950-1959
- 11980-1989
- 41990-1999
- 12000-2009
Bridge Condition - Deck
Bridge Condition - Superstructure
Bridge Condition - Substructure
Bridge Condition - Channel
Bridge Condition - Culverts
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Structure Number: 734, Location: JACKSONS GAP (Lat: 32.883333, Lng: -85.820000), Route carried "on" structure: City street , Year Built: 1930, Status: Posted for load, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 1,000 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 2,000 (year 2029), Design Load: H 15, Features Intersected: CENTRAL OF GA RAIL-ROAD, Facility Carried by Structure: MAIN ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.100, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.8m (38.7ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Operating Rating: 13.6 metric tons, Inventory Rating: 11.8 metric tons, Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, 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: 3.37m (11.06ft), Designated Inspection Frequency: Every 12 months, Inspection Date: December 14, Bridge Improvement Cost: $538,000, Roadway Improvement Cost: $54,000, Total Project Cost: $807,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 734, Location: JACKSONS GAP (Lat: 32.883333, Lng: -85.820000), Route carried "on" structure: City street , Year Built: 1930, Status: Posted for load, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 1,000 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 2,000 (year 2029), Design Load: H 15, Features Intersected: CENTRAL OF GA RAIL-ROAD, Facility Carried by Structure: MAIN ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.100, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.8m (38.7ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Operating Rating: 13.6 metric tons, Inventory Rating: 11.8 metric tons, Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, 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: 3.37m (11.06ft), Designated Inspection Frequency: Every 12 months, Inspection Date: December 14, Bridge Improvement Cost: $538,000, Roadway Improvement Cost: $54,000, Total Project Cost: $807,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1556, Location: 1.1 MI.E.OF SOU.RR (Lat: 32.433333, Lng: -86.935000), Route carried "on" structure: State highway 14, Year Built: 1937, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 5,720 (year 2013), Truck Traffic: 12%, Average Future Daily Traffic: 7,704 (year 2033), Design Load: H 15, Features Intersected: BLUE GIRTH SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 195.611, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, 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: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 31.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: 2.03m (6.66ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: April 14, Underwater Inspection Date: June 14, Bridge Improvement Cost: $347,000, Roadway Improvement Cost: $35,000, Total Project Cost: $521,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1556, Location: 1.1 MI.E.OF SOU.RR (Lat: 32.433333, Lng: -86.935000), Route carried "on" structure: State highway 14, Year Built: 1937, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 5,720 (year 2013), Truck Traffic: 12%, Average Future Daily Traffic: 7,704 (year 2033), Design Load: H 15, Features Intersected: BLUE GIRTH SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 195.611, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, 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: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 31.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: 2.03m (6.66ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: April 14, Underwater Inspection Date: June 14, Bridge Improvement Cost: $347,000, Roadway Improvement Cost: $35,000, Total Project Cost: $521,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 215, Location: SEC 16,T11N, R21E (Lat: 31.933689, Lng: -85.957503), Route carried "on" structure: County highway , Year Built: 1986, Status: Posted for load, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 30 (year 2001), Average Future Daily Traffic: 50 (year 2034), Features Intersected: MANNING CREEK, Facility Carried by Structure: COUNTY ROAD 7718
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 4.6m (15.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 13.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 10.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.57m (8.43ft), Designated Inspection Frequency: Every 12 months, Inspection Date: December 14, Bridge Improvement Cost: $266,000, Roadway Improvement Cost: $27,000, Total Project Cost: $399,000 ( Estimate for 2015), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 215, Location: SEC 16,T11N, R21E (Lat: 31.933689, Lng: -85.957503), Route carried "on" structure: County highway , Year Built: 1986, Status: Posted for load, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 30 (year 2001), Average Future Daily Traffic: 50 (year 2034), Features Intersected: MANNING CREEK, Facility Carried by Structure: COUNTY ROAD 7718
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 4.6m (15.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 13.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 10.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.57m (8.43ft), Designated Inspection Frequency: Every 12 months, Inspection Date: December 14, Bridge Improvement Cost: $266,000, Roadway Improvement Cost: $27,000, Total Project Cost: $399,000 ( Estimate for 2015), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 6067, Location: 0.3 M E OF CO RD 308 (Lat: 32.885000, Lng: -85.800000), Route carried "on" structure: County highway 303, Year Built: 1957, Status: Open, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 400 (year 2009), Truck Traffic: 7%, Average Future Daily Traffic: 600 (year 2029), Features Intersected: MCNOY CREEK, Facility Carried by Structure: MANOY DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.6m (18.4ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 89.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.81m (5.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 13, Bridge Improvement Cost: $356,000, Roadway Improvement Cost: $36,000, Total Project Cost: $534,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6067, Location: 0.3 M E OF CO RD 308 (Lat: 32.885000, Lng: -85.800000), Route carried "on" structure: County highway 303, Year Built: 1957, Status: Open, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 400 (year 2009), Truck Traffic: 7%, Average Future Daily Traffic: 600 (year 2029), Features Intersected: MCNOY CREEK, Facility Carried by Structure: MANOY DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.6m (18.4ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 89.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.81m (5.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 13, Bridge Improvement Cost: $356,000, Roadway Improvement Cost: $36,000, Total Project Cost: $534,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 15563, Location: .4 MI. N.BARBOUR CO.20 (Lat: 31.744567, Lng: -85.390133), Route carried "on" structure: State highway 131, Year Built: 1992, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 1,130 (year 2013), Truck Traffic: 12%, Average Future Daily Traffic: 1,516 (year 2033), Design Load: HS 20, Features Intersected: HAMM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.888, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 69.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 13, Bridge Improvement Cost: $770,000, Roadway Improvement Cost: $77,000, Total Project Cost: $1,155,000 ( Estimate for 2015)
Structure Number: 15563, Location: .4 MI. N.BARBOUR CO.20 (Lat: 31.744567, Lng: -85.390133), Route carried "on" structure: State highway 131, Year Built: 1992, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 1,130 (year 2013), Truck Traffic: 12%, Average Future Daily Traffic: 1,516 (year 2033), Design Load: HS 20, Features Intersected: HAMM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.888, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 69.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 13, Bridge Improvement Cost: $770,000, Roadway Improvement Cost: $77,000, Total Project Cost: $1,155,000 ( Estimate for 2015)
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Structure Number: 15721, Location: BETW. WILSON & PRICE AVE (Lat: 30.737133, Lng: -88.083375), Route carried "on" structure: Interstate 165, Year Built: 1993, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 1,620 (year 2013), Truck Traffic: 2%, Average Future Daily Traffic: 2,430 (year 2033), Design Load: HS 20, Features Intersected: TOULMINS SPRINGS BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.625, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 15.4m (50.5ft), Skew: 13 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 59.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.04m (6.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 14, Bridge Improvement Cost: $1,020,000, Roadway Improvement Cost: $102,000, Total Project Cost: $1,530,000 ( Estimate for 2015)
Structure Number: 15721, Location: BETW. WILSON & PRICE AVE (Lat: 30.737133, Lng: -88.083375), Route carried "on" structure: Interstate 165, Year Built: 1993, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 1,620 (year 2013), Truck Traffic: 2%, Average Future Daily Traffic: 2,430 (year 2033), Design Load: HS 20, Features Intersected: TOULMINS SPRINGS BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.625, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 15.4m (50.5ft), Skew: 13 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 59.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.04m (6.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 14, Bridge Improvement Cost: $1,020,000, Roadway Improvement Cost: $102,000, Total Project Cost: $1,530,000 ( Estimate for 2015)
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Structure Number: 15724, Location: 0.5 MI E US 43 (Lat: 34.707061, Lng: -87.658086), Route carried "on" structure: State highway 20, Year Built: 1993, Status: Open, Structure Length: 5.09m (16.70ft), Average Daily Traffic: 8,645 (year 2013), Truck Traffic: 23%, Average Future Daily Traffic: 11,643 (year 2033), Design Load: HS 20, Features Intersected: SOUTHERN RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 45.622, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 12 degrees, 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: 22.3m (73.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 66.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.11m (20.05ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 14, Bridge Improvement Cost: $1,788,000, Roadway Improvement Cost: $179,000, Total Project Cost: $2,682,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 15724, Location: 0.5 MI E US 43 (Lat: 34.707061, Lng: -87.658086), Route carried "on" structure: State highway 20, Year Built: 1993, Status: Open, Structure Length: 5.09m (16.70ft), Average Daily Traffic: 8,645 (year 2013), Truck Traffic: 23%, Average Future Daily Traffic: 11,643 (year 2033), Design Load: HS 20, Features Intersected: SOUTHERN RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 45.622, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 12 degrees, 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: 22.3m (73.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 66.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.11m (20.05ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 14, Bridge Improvement Cost: $1,788,000, Roadway Improvement Cost: $179,000, Total Project Cost: $2,682,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 15772, Location: 1 MI.W. JCT. SR-85 (Lat: 31.305517, Lng: -85.743767), Route carried "on" structure: US 84, Year Built: 1993, Status: Open, Structure Length: 21.88m (71.78ft), Average Daily Traffic: 9,465 (year 2013), Truck Traffic: 4%, Average Future Daily Traffic: 12,698 (year 2033), Design Load: HS 20, Features Intersected: CLAYBANK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 301.556, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 13, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 72.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 21.88m (71.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 14, Bridge Improvement Cost: $6,406,000, Roadway Improvement Cost: $641,000, Total Project Cost: $9,609,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 15772, Location: 1 MI.W. JCT. SR-85 (Lat: 31.305517, Lng: -85.743767), Route carried "on" structure: US 84, Year Built: 1993, Status: Open, Structure Length: 21.88m (71.78ft), Average Daily Traffic: 9,465 (year 2013), Truck Traffic: 4%, Average Future Daily Traffic: 12,698 (year 2033), Design Load: HS 20, Features Intersected: CLAYBANK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 301.556, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 13, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 72.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 21.88m (71.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 14, Bridge Improvement Cost: $6,406,000, Roadway Improvement Cost: $641,000, Total Project Cost: $9,609,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 17123, Location: CHIP MILL U.S.280 (Lat: 32.873333, Lng: -85.809139), Route carried "on" structure: US 280, Year Built: 2003, Status: Open, Structure Length: 0.95m (3.12ft), Average Daily Traffic: 11,440 (year 2013), Truck Traffic: 11%, Average Future Daily Traffic: 15,048 (year 2033), Design Load: HS 20, Features Intersected: MANOY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 125.257, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 89.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 72.6 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: 1.62m (5.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 13, Bridge Improvement Cost: $2,000,000, Roadway Improvement Cost: $200,000, Total Project Cost: $3,000,000 ( Estimate for 2015)
Structure Number: 17123, Location: CHIP MILL U.S.280 (Lat: 32.873333, Lng: -85.809139), Route carried "on" structure: US 280, Year Built: 2003, Status: Open, Structure Length: 0.95m (3.12ft), Average Daily Traffic: 11,440 (year 2013), Truck Traffic: 11%, Average Future Daily Traffic: 15,048 (year 2033), Design Load: HS 20, Features Intersected: MANOY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 125.257, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 89.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 72.6 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: 1.62m (5.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 13, Bridge Improvement Cost: $2,000,000, Roadway Improvement Cost: $200,000, Total Project Cost: $3,000,000 ( Estimate for 2015)
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Structure Number: 215, Location: JACKSON'S GAP (Lat: 32.873333, Lng: -85.803333), Route carried "under" structure: City street , Year Built: 1924, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 650 (year 1988), Truck Traffic: 1%, Features Intersected: CITY STREET, Facility Carried by Structure: CENTRAL OF GA RR
Minimum Vertical Clearance: 3.91m (12.83ft), Kilometerpoint: 1.799, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.5m (50.9ft)
Structure Number: 215, Location: JACKSON'S GAP (Lat: 32.873333, Lng: -85.803333), Route carried "under" structure: City street , Year Built: 1924, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 650 (year 1988), Truck Traffic: 1%, Features Intersected: CITY STREET, Facility Carried by Structure: CENTRAL OF GA RR
Minimum Vertical Clearance: 3.91m (12.83ft), Kilometerpoint: 1.799, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.5m (50.9ft)
