Bridge Statistics for Lumpkin, Georgia (GA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 19Number of bridges
- 187ft / 56.5mTotal length
- $10,867,000Total costs
- 19,750Total average daily traffic
- 893Total average daily truck traffic
- 29,625Total future (year 2031) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Lumpkin
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 41940-1949
- 41950-1959
- 21960-1969
- 31990-1999
- 52000-2009
- Bridge Condition - Superstructure
- 23.1%Very good
- 69.2%Good
- 7.7%Satisfactory
- Bridge Condition - Substructure
- 92.3%Good
- 7.7%Satisfactory
- Bridge Condition - Channel
- 31.3%Very good
- 50.0%Good
- 6.3%Satisfactory
- 6.3%Fair
- 6.3%Serious
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Structure Number: 1670015, Location: 7 MI E OF WRIGHTSVILLE (Lat: 32.695758, Lng: -82.606378), Route carried "on" structure: State highway 57, Year Built: 1941, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 1,130 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 1,695 (year 2031), Design Load: H 15, Features Intersected: NEELS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.578, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 34.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.11m (29.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $344,000, Roadway Improvement Cost: $34,000, Total Project Cost: $516,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1670015, Location: 7 MI E OF WRIGHTSVILLE (Lat: 32.695758, Lng: -82.606378), Route carried "on" structure: State highway 57, Year Built: 1941, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 1,130 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 1,695 (year 2031), Design Load: H 15, Features Intersected: NEELS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.578, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 34.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.11m (29.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $344,000, Roadway Improvement Cost: $34,000, Total Project Cost: $516,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 167002, Location: 3.2 MI E OF WRIGHTSVILLE (Lat: 32.740069, Lng: -82.667339), Route carried "on" structure: US 319, Year Built: 1930, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 2,180 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 3,270 (year 2031), Design Load: H 15, Features Intersected: CYPRESS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.187, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $102,000, Roadway Improvement Cost: $10,000, Total Project Cost: $152,000
Structure Number: 167002, Location: 3.2 MI E OF WRIGHTSVILLE (Lat: 32.740069, Lng: -82.667339), Route carried "on" structure: US 319, Year Built: 1930, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 2,180 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 3,270 (year 2031), Design Load: H 15, Features Intersected: CYPRESS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.187, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $102,000, Roadway Improvement Cost: $10,000, Total Project Cost: $152,000
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Structure Number: 2590011, Location: 4 MI W OF LUMPKIN (Lat: 32.044039, Lng: -84.860358), Route carried "on" structure: State highway 27, Year Built: 1948, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 520 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 780 (year 2032), Design Load: H 15, Features Intersected: DAY CREEK TRIB.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.484, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $13,000, Total Project Cost: $188,000
Structure Number: 2590011, Location: 4 MI W OF LUMPKIN (Lat: 32.044039, Lng: -84.860358), Route carried "on" structure: State highway 27, Year Built: 1948, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 520 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 780 (year 2032), Design Load: H 15, Features Intersected: DAY CREEK TRIB.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.484, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $13,000, Total Project Cost: $188,000
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Structure Number: 2590012, Location: 3 MI W OF LUMPKIN (Lat: 32.044839, Lng: -84.851678), Route carried "on" structure: State highway 27, Year Built: 1948, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 520 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 780 (year 2032), Design Load: H 15, Features Intersected: DAY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.093, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: April 2019, Bridge Improvement Cost: $113,000, Roadway Improvement Cost: $11,000, Total Project Cost: $170,000
Structure Number: 2590012, Location: 3 MI W OF LUMPKIN (Lat: 32.044839, Lng: -84.851678), Route carried "on" structure: State highway 27, Year Built: 1948, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 520 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 780 (year 2032), Design Load: H 15, Features Intersected: DAY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.093, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: April 2019, Bridge Improvement Cost: $113,000, Roadway Improvement Cost: $11,000, Total Project Cost: $170,000
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Structure Number: 2590013, Location: 1 MI W OF LUMPKIN (Lat: 32.048519, Lng: -84.812908), Route carried "on" structure: State highway 27, Year Built: 1948, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 520 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 780 (year 2032), Design Load: H 15, Features Intersected: WIMBERLY MILL BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.312, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Serious, Culverts: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $13,000, Total Project Cost: $188,000
Structure Number: 2590013, Location: 1 MI W OF LUMPKIN (Lat: 32.048519, Lng: -84.812908), Route carried "on" structure: State highway 27, Year Built: 1948, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 520 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 780 (year 2032), Design Load: H 15, Features Intersected: WIMBERLY MILL BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.312, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Serious, Culverts: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $13,000, Total Project Cost: $188,000
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Structure Number: 2590027, Location: APP 1.5 MI S OF LUMPKIN (Lat: 32.031778, Lng: -84.784969), Route carried "on" structure: County highway 1520, Year Built: 1953, Status: Posted for load, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 330 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 495 (year 2032), Design Load: H 15, Features Intersected: HODCHODKEE CREEK, Facility Carried by Structure: TROTMAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.703, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 29.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 10.09m (33.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $469,000, Roadway Improvement Cost: $47,000, Total Project Cost: $703,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 2590027, Location: APP 1.5 MI S OF LUMPKIN (Lat: 32.031778, Lng: -84.784969), Route carried "on" structure: County highway 1520, Year Built: 1953, Status: Posted for load, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 330 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 495 (year 2032), Design Load: H 15, Features Intersected: HODCHODKEE CREEK, Facility Carried by Structure: TROTMAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.703, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 29.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 10.09m (33.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $469,000, Roadway Improvement Cost: $47,000, Total Project Cost: $703,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 2590031, Location: N. LUMPKIN CITY LIMITS (Lat: 32.057058, Lng: -84.798189), Route carried "on" structure: Ramp State highway 1, Year Built: 1992, Status: Open, Structure Length: 5.39m (17.68ft), Average Daily Traffic: 1,410 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 2,115 (year 2032), Design Load: HS 20+Mod, Features Intersected: CSX RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $692,000, Roadway Improvement Cost: $69,000, Total Project Cost: $1,037,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 2590031, Location: N. LUMPKIN CITY LIMITS (Lat: 32.057058, Lng: -84.798189), Route carried "on" structure: Ramp State highway 1, Year Built: 1992, Status: Open, Structure Length: 5.39m (17.68ft), Average Daily Traffic: 1,410 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 2,115 (year 2032), Design Load: HS 20+Mod, Features Intersected: CSX RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $692,000, Roadway Improvement Cost: $69,000, Total Project Cost: $1,037,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 2590033, Location: 1 MI SE OF LUMPKIN (Lat: 32.032042, Lng: -84.799897), Route carried "on" structure: US 27, Year Built: 1993, Status: Open, Structure Length: 5.12m (16.80ft), Average Daily Traffic: 1,380 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 2,070 (year 2032), Design Load: HS 20, Features Intersected: HODCHODKEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.875, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 60.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: April 2019, Bridge Improvement Cost: $656,000, Roadway Improvement Cost: $66,000, Total Project Cost: $985,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 2590033, Location: 1 MI SE OF LUMPKIN (Lat: 32.032042, Lng: -84.799897), Route carried "on" structure: US 27, Year Built: 1993, Status: Open, Structure Length: 5.12m (16.80ft), Average Daily Traffic: 1,380 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 2,070 (year 2032), Design Load: HS 20, Features Intersected: HODCHODKEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.875, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 60.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: April 2019, Bridge Improvement Cost: $656,000, Roadway Improvement Cost: $66,000, Total Project Cost: $985,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 2590035, Location: 1 MI E OF LUMPKIN (Lat: 32.051258, Lng: -84.776378), Route carried "on" structure: State highway 27, Year Built: 1993, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 1,910 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 2,865 (year 2032), Design Load: HS 20+Mod, Features Intersected: HODCHODKEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.531, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $664,000, Roadway Improvement Cost: $66,000, Total Project Cost: $996,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 2590035, Location: 1 MI E OF LUMPKIN (Lat: 32.051258, Lng: -84.776378), Route carried "on" structure: State highway 27, Year Built: 1993, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 1,910 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 2,865 (year 2032), Design Load: HS 20+Mod, Features Intersected: HODCHODKEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.531, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $664,000, Roadway Improvement Cost: $66,000, Total Project Cost: $996,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 2595018, Location: 1 MI SE OF LUMPKIN (Lat: 32.045097, Lng: -84.777928), Route carried "on" structure: County highway 79, Year Built: 1960, Status: Posted for load, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: H 15, Features Intersected: HODCHODKEE CREEK, Facility Carried by Structure: HOLDER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $352,000, Roadway Improvement Cost: $35,000, Total Project Cost: $527,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 2595018, Location: 1 MI SE OF LUMPKIN (Lat: 32.045097, Lng: -84.777928), Route carried "on" structure: County highway 79, Year Built: 1960, Status: Posted for load, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: H 15, Features Intersected: HODCHODKEE CREEK, Facility Carried by Structure: HOLDER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $352,000, Roadway Improvement Cost: $35,000, Total Project Cost: $527,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 259502, Location: 4.5 MI S OF RICHLAND (Lat: 32.029208, Lng: -84.706239), Route carried "on" structure: County highway 79, Year Built: 1965, Status: Posted for load, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: H 15, Features Intersected: PATAULA CREEK, Facility Carried by Structure: HOLDER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.656, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 42.70m (140.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $313,000, Roadway Improvement Cost: $31,000, Total Project Cost: $469,000, Deck Structure Type: Concrete Precast Panels
Structure Number: 259502, Location: 4.5 MI S OF RICHLAND (Lat: 32.029208, Lng: -84.706239), Route carried "on" structure: County highway 79, Year Built: 1965, Status: Posted for load, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: H 15, Features Intersected: PATAULA CREEK, Facility Carried by Structure: HOLDER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.656, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 42.70m (140.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $313,000, Roadway Improvement Cost: $31,000, Total Project Cost: $469,000, Deck Structure Type: Concrete Precast Panels
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Structure Number: 2595024, Location: 1 MI S OF LUMPKIN (Lat: 32.035689, Lng: -84.782528), Route carried "on" structure: County highway 99, Year Built: 1955, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 50 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 75 (year 2032), Features Intersected: HODCHODKEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 70.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $117,000, Roadway Improvement Cost: $12,000, Total Project Cost: $176,000, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 2595024, Location: 1 MI S OF LUMPKIN (Lat: 32.035689, Lng: -84.782528), Route carried "on" structure: County highway 99, Year Built: 1955, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 50 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 75 (year 2032), Features Intersected: HODCHODKEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 70.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $117,000, Roadway Improvement Cost: $12,000, Total Project Cost: $176,000, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 2595029, Location: 2 MI WSW OF LUMPKIN (Lat: 32.030239, Lng: -84.811139), Route carried "on" structure: County highway 149, Year Built: 1950, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: H 15, Features Intersected: WIMBERLY MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: April 2019, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $13,000, Total Project Cost: $188,000
Structure Number: 2595029, Location: 2 MI WSW OF LUMPKIN (Lat: 32.030239, Lng: -84.811139), Route carried "on" structure: County highway 149, Year Built: 1950, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: H 15, Features Intersected: WIMBERLY MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: April 2019, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $13,000, Total Project Cost: $188,000
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Structure Number: 259503, Location: 4 MI SW OF LUMPKIN (Lat: 32.006128, Lng: -84.866828), Route carried "on" structure: County highway 149, Year Built: 1950, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: H 15, Features Intersected: BLUFF SPRINGS BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.656, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $13,000, Total Project Cost: $188,000
Structure Number: 259503, Location: 4 MI SW OF LUMPKIN (Lat: 32.006128, Lng: -84.866828), Route carried "on" structure: County highway 149, Year Built: 1950, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: H 15, Features Intersected: BLUFF SPRINGS BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.656, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $13,000, Total Project Cost: $188,000
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Structure Number: 2595034, Location: 4 MI N OF LUMPKIN (Lat: 32.102997, Lng: -84.812103), Route carried "on" structure: US 27, Year Built: 2000, Status: Open, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 1,630 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 2,445 (year 2032), Design Load: HS 20+Mod, Features Intersected: FROG BOTTOM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.921, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $422,000, Roadway Improvement Cost: $42,000, Total Project Cost: $633,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 2595034, Location: 4 MI N OF LUMPKIN (Lat: 32.102997, Lng: -84.812103), Route carried "on" structure: US 27, Year Built: 2000, Status: Open, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 1,630 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 2,445 (year 2032), Design Load: HS 20+Mod, Features Intersected: FROG BOTTOM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.921, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $422,000, Roadway Improvement Cost: $42,000, Total Project Cost: $633,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 2595038, Location: 1 M SE OF LUMPKIN (Lat: 32.032056, Lng: -84.800150), Route carried "on" structure: US 27, Year Built: 2000, Status: Open, Structure Length: 5.12m (16.80ft), Average Daily Traffic: 1,380 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 2,070 (year 2032), Design Load: HS 20+Mod, Features Intersected: HODCHODKEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.875, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: April 2019, Bridge Improvement Cost: $656,000, Roadway Improvement Cost: $66,000, Total Project Cost: $985,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 2595038, Location: 1 M SE OF LUMPKIN (Lat: 32.032056, Lng: -84.800150), Route carried "on" structure: US 27, Year Built: 2000, Status: Open, Structure Length: 5.12m (16.80ft), Average Daily Traffic: 1,380 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 2,070 (year 2032), Design Load: HS 20+Mod, Features Intersected: HODCHODKEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.875, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: April 2019, Bridge Improvement Cost: $656,000, Roadway Improvement Cost: $66,000, Total Project Cost: $985,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 2595039, Location: .25 MI NW OF LUMPKIN (Lat: 32.059003, Lng: -84.799858), Route carried "on" structure: US 27, Year Built: 2000, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 1,600 (year 2012), Truck Traffic: 23%, Average Future Daily Traffic: 2,400 (year 2032), Design Load: HS 20+Mod, Features Intersected: DOT R/R (ABANDONED)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.093, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 69.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $703,000, Roadway Improvement Cost: $70,000, Total Project Cost: $1,055,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 2595039, Location: .25 MI NW OF LUMPKIN (Lat: 32.059003, Lng: -84.799858), Route carried "on" structure: US 27, Year Built: 2000, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 1,600 (year 2012), Truck Traffic: 23%, Average Future Daily Traffic: 2,400 (year 2032), Design Load: HS 20+Mod, Features Intersected: DOT R/R (ABANDONED)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.093, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 69.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $703,000, Roadway Improvement Cost: $70,000, Total Project Cost: $1,055,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 259504, Location: 0.25 MI NW OF LUMPKIN (Lat: 32.059169, Lng: -84.800028), Route carried "on" structure: Alternate US 27, Year Built: 2000, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 1,600 (year 2012), Truck Traffic: 23%, Average Future Daily Traffic: 2,400 (year 2032), Design Load: HS 20+Mod, Features Intersected: DOT R/R (ABANDONED)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.093, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 69.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $703,000, Roadway Improvement Cost: $70,000, Total Project Cost: $1,055,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 259504, Location: 0.25 MI NW OF LUMPKIN (Lat: 32.059169, Lng: -84.800028), Route carried "on" structure: Alternate US 27, Year Built: 2000, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 1,600 (year 2012), Truck Traffic: 23%, Average Future Daily Traffic: 2,400 (year 2032), Design Load: HS 20+Mod, Features Intersected: DOT R/R (ABANDONED)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.093, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 69.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $703,000, Roadway Improvement Cost: $70,000, Total Project Cost: $1,055,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 2595041, Location: 4 MI N OF LUMPKIN (Lat: 32.103067, Lng: -84.811878), Route carried "on" structure: US 27, Year Built: 2000, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 1,630 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 2,445 (year 2032), Design Load: HS 20+Mod, Features Intersected: FROG BOTTOM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.921, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 60.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $438,000, Roadway Improvement Cost: $44,000, Total Project Cost: $656,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 2595041, Location: 4 MI N OF LUMPKIN (Lat: 32.103067, Lng: -84.811878), Route carried "on" structure: US 27, Year Built: 2000, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 1,630 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 2,445 (year 2032), Design Load: HS 20+Mod, Features Intersected: FROG BOTTOM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.921, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 60.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $438,000, Roadway Improvement Cost: $44,000, Total Project Cost: $656,000, Deck Structure Type: Concrete Cast-file-Place