Bridge Statistics for Midville, Georgia (GA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 16Number of bridges
- 213ft / 64.8mTotal length
- $12,456,000Total costs
- 14,748Total average daily traffic
- 1,565Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Midville
- No street view available for this location
- New bridges - historical statistics
- 31930-1939
- 21960-1969
- 41980-1989
- 41990-1999
- 22000-2009
- Bridge Condition - Deck
- 85.7%Good
- 14.3%Satisfactory
- Bridge Condition - Superstructure
- 14.3%Very good
- 85.7%Good
- Bridge Condition - Substructure
- 85.7%Good
- 14.3%Satisfactory
- Bridge Condition - Channel
- 57.1%Very good
- 28.6%Good
- 14.3%Satisfactory
- Bridge Condition - Culverts
- 75.0%Good
- 25.0%Fair
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Structure Number: 330002, Location: 3.7 MI E OF MIDVILLE (Lat: 32.823019, Lng: -82.171889), Route carried "on" structure: State highway 17, Year Built: 1937, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,210 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 1,815 (year 2031), Design Load: H 15, Features Intersected: OGEECHEE RIVER TRIB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, 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: 2.1m (6.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 30.8 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $90,000, Roadway Improvement Cost: $9,000, Total Project Cost: $135,000
Structure Number: 330002, Location: 3.7 MI E OF MIDVILLE (Lat: 32.823019, Lng: -82.171889), Route carried "on" structure: State highway 17, Year Built: 1937, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,210 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 1,815 (year 2031), Design Load: H 15, Features Intersected: OGEECHEE RIVER TRIB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, 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: 2.1m (6.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 30.8 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $90,000, Roadway Improvement Cost: $9,000, Total Project Cost: $135,000
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Structure Number: 330004, Location: IN CITY OF MIDVILLE (Lat: 32.819825, Lng: -82.239164), Route carried "on" structure: State highway 17, Year Built: 1937, Status: Open, Structure Length: 4.85m (15.91ft), Average Daily Traffic: 1,560 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 2,340 (year 2031), Design Load: H 15, Features Intersected: CS 726
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.047, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.5m (54.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 34.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 45.08m (147.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $621,000, Roadway Improvement Cost: $62,000, Total Project Cost: $932,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 330004, Location: IN CITY OF MIDVILLE (Lat: 32.819825, Lng: -82.239164), Route carried "on" structure: State highway 17, Year Built: 1937, Status: Open, Structure Length: 4.85m (15.91ft), Average Daily Traffic: 1,560 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 2,340 (year 2031), Design Load: H 15, Features Intersected: CS 726
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.047, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.5m (54.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 34.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 45.08m (147.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $621,000, Roadway Improvement Cost: $62,000, Total Project Cost: $932,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 330006, Location: 3.9 MI W OF MIDVILLE (Lat: 32.856547, Lng: -82.285858), Route carried "on" structure: State highway 17, Year Built: 1938, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 900 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 1,350 (year 2031), Design Load: H 15, Features Intersected: CLEAR SPRING CREEK
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: 8.5m (27.9ft), 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: 49.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $13,000, Total Project Cost: $188,000
Structure Number: 330006, Location: 3.9 MI W OF MIDVILLE (Lat: 32.856547, Lng: -82.285858), Route carried "on" structure: State highway 17, Year Built: 1938, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 900 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 1,350 (year 2031), Design Load: H 15, Features Intersected: CLEAR SPRING CREEK
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: 8.5m (27.9ft), 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: 49.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $13,000, Total Project Cost: $188,000
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Structure Number: 330056, Location: 2 MI E OF MIDVILLE (Lat: 32.821536, Lng: -82.201758), Route carried "on" structure: State highway 17, Year Built: 1993, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 1,210 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 1,815 (year 2031), Design Load: HS 20+Mod, Features Intersected: BAKER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, 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: 4, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: 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 2020, Bridge Improvement Cost: $152,000, Roadway Improvement Cost: $15,000, Total Project Cost: $229,000
Structure Number: 330056, Location: 2 MI E OF MIDVILLE (Lat: 32.821536, Lng: -82.201758), Route carried "on" structure: State highway 17, Year Built: 1993, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 1,210 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 1,815 (year 2031), Design Load: HS 20+Mod, Features Intersected: BAKER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, 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: 4, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: 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 2020, Bridge Improvement Cost: $152,000, Roadway Improvement Cost: $15,000, Total Project Cost: $229,000
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Structure Number: 330057, Location: 3.5 MI W OF MIDVILLE (Lat: 32.851600, Lng: -82.280978), Route carried "on" structure: State highway 17, Year Built: 1994, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 900 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 1,350 (year 2031), Design Load: HS 20+Mod, Features Intersected: BULL BRANCH
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: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 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, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $109,000, Roadway Improvement Cost: $11,000, Total Project Cost: $164,000
Structure Number: 330057, Location: 3.5 MI W OF MIDVILLE (Lat: 32.851600, Lng: -82.280978), Route carried "on" structure: State highway 17, Year Built: 1994, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 900 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 1,350 (year 2031), Design Load: HS 20+Mod, Features Intersected: BULL BRANCH
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: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 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, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $109,000, Roadway Improvement Cost: $11,000, Total Project Cost: $164,000
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Structure Number: 335029, Location: 4.5 MI N OF MIDVILLE (Lat: 32.880894, Lng: -82.259919), Route carried "on" structure: County highway 315, Year Built: 1986, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 104 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 156 (year 2031), Design Load: H 15, Features Intersected: BULL BRANCH, Facility Carried by Structure: BULL BRANCH ROAD
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: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 40.8 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $90,000, Roadway Improvement Cost: $9,000, Total Project Cost: $135,000
Structure Number: 335029, Location: 4.5 MI N OF MIDVILLE (Lat: 32.880894, Lng: -82.259919), Route carried "on" structure: County highway 315, Year Built: 1986, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 104 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 156 (year 2031), Design Load: H 15, Features Intersected: BULL BRANCH, Facility Carried by Structure: BULL BRANCH ROAD
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: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 40.8 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $90,000, Roadway Improvement Cost: $9,000, Total Project Cost: $135,000
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Structure Number: 335036, Location: 3.9 MI NW OF MIDVILLE (Lat: 32.867606, Lng: -82.267603), Route carried "on" structure: County highway 410, Year Built: 1985, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 104 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 156 (year 2031), Design Load: H 15, Features Intersected: BULL BRANCH, Facility Carried by Structure: BULL BRANCH ROAD
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: 5.8m (19.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 40.8 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $90,000, Roadway Improvement Cost: $9,000, Total Project Cost: $135,000
Structure Number: 335036, Location: 3.9 MI NW OF MIDVILLE (Lat: 32.867606, Lng: -82.267603), Route carried "on" structure: County highway 410, Year Built: 1985, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 104 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 156 (year 2031), Design Load: H 15, Features Intersected: BULL BRANCH, Facility Carried by Structure: BULL BRANCH ROAD
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: 5.8m (19.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 40.8 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $90,000, Roadway Improvement Cost: $9,000, Total Project Cost: $135,000
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Structure Number: 1070075, Location: 4.8 MI NE OF SUMMERTOWN (Lat: 32.781958, Lng: -82.205908), Route carried "on" structure: County highway 733, Year Built: 1961, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 330 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 495 (year 2032), Design Load: H 15, Features Intersected: BIG LONG CREEK, Facility Carried by Structure: OLD SAVANNAH ROAD
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: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 33.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 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: 1070075, Location: 4.8 MI NE OF SUMMERTOWN (Lat: 32.781958, Lng: -82.205908), Route carried "on" structure: County highway 733, Year Built: 1961, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 330 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 495 (year 2032), Design Load: H 15, Features Intersected: BIG LONG CREEK, Facility Carried by Structure: OLD SAVANNAH ROAD
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: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 33.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $438,000, Roadway Improvement Cost: $44,000, Total Project Cost: $656,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1070076, Location: 5.5 MI NE OF SUMMERTOWN (Lat: 32.785519, Lng: -82.193628), Route carried "on" structure: County highway 733, Year Built: 1961, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 330 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 495 (year 2032), Design Load: H 15, Features Intersected: LITTLE LONG CREEK, Facility Carried by Structure: OLD SAVANNAH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $168,000, Roadway Improvement Cost: $17,000, Total Project Cost: $252,000
Structure Number: 1070076, Location: 5.5 MI NE OF SUMMERTOWN (Lat: 32.785519, Lng: -82.193628), Route carried "on" structure: County highway 733, Year Built: 1961, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 330 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 495 (year 2032), Design Load: H 15, Features Intersected: LITTLE LONG CREEK, Facility Carried by Structure: OLD SAVANNAH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $168,000, Roadway Improvement Cost: $17,000, Total Project Cost: $252,000
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Structure Number: 1070098, Location: 3.9 MI NE OF SUMMERTOWN (Lat: 32.794028, Lng: -82.242489), Route carried "on" structure: State highway 56, Year Built: 1995, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 1,780 (year 2012), Truck Traffic: 21%, Average Future Daily Traffic: 2,670 (year 2032), Design Load: HS 20+Mod, Features Intersected: MCKINNEY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.452, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.2m (40.0ft), 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: 58.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.3 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: October 2021, Bridge Improvement Cost: $313,000, Roadway Improvement Cost: $31,000, Total Project Cost: $469,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1070098, Location: 3.9 MI NE OF SUMMERTOWN (Lat: 32.794028, Lng: -82.242489), Route carried "on" structure: State highway 56, Year Built: 1995, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 1,780 (year 2012), Truck Traffic: 21%, Average Future Daily Traffic: 2,670 (year 2032), Design Load: HS 20+Mod, Features Intersected: MCKINNEY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.452, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.2m (40.0ft), 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: 58.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.3 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: October 2021, Bridge Improvement Cost: $313,000, Roadway Improvement Cost: $31,000, Total Project Cost: $469,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1070099, Location: 4.6 MI NE OF SUMMERTOWN (Lat: 32.803469, Lng: -82.239928), Route carried "on" structure: State highway 56, Year Built: 1995, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 1,780 (year 2012), Truck Traffic: 21%, Average Future Daily Traffic: 2,670 (year 2032), Design Load: HS 20+Mod, Features Intersected: OGEECHEE RIVER O/F
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 45.062, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 12.2m (40.0ft), 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: 58.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.3 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: October 2021, Bridge Improvement Cost: $938,000, Roadway Improvement Cost: $94,000, Total Project Cost: $1,407,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1070099, Location: 4.6 MI NE OF SUMMERTOWN (Lat: 32.803469, Lng: -82.239928), Route carried "on" structure: State highway 56, Year Built: 1995, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 1,780 (year 2012), Truck Traffic: 21%, Average Future Daily Traffic: 2,670 (year 2032), Design Load: HS 20+Mod, Features Intersected: OGEECHEE RIVER O/F
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 45.062, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 12.2m (40.0ft), 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: 58.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.3 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: October 2021, Bridge Improvement Cost: $938,000, Roadway Improvement Cost: $94,000, Total Project Cost: $1,407,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1075004, Location: 3.6 MI NE OF SUMMERTOWN (Lat: 32.770908, Lng: -82.222939), Route carried "on" structure: County highway 9, Year Built: 1987, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 10 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 15 (year 2032), Design Load: HS 20+Mod, Features Intersected: BIG LONG CREEK, Facility Carried by Structure: JOHNSON GROVE CH
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: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: 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: October 2021, Bridge Improvement Cost: $117,000, Roadway Improvement Cost: $12,000, Total Project Cost: $176,000
Structure Number: 1075004, Location: 3.6 MI NE OF SUMMERTOWN (Lat: 32.770908, Lng: -82.222939), Route carried "on" structure: County highway 9, Year Built: 1987, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 10 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 15 (year 2032), Design Load: HS 20+Mod, Features Intersected: BIG LONG CREEK, Facility Carried by Structure: JOHNSON GROVE CH
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: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: 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: October 2021, Bridge Improvement Cost: $117,000, Roadway Improvement Cost: $12,000, Total Project Cost: $176,000
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Structure Number: 1075122, Location: 4.4 MI N OF SUMMERTOWN (Lat: 32.804378, Lng: -82.256508), Route carried "on" structure: County highway 457, Year Built: 1982, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: HS 15, Features Intersected: DANIELS MILL CREEK, Facility Carried by Structure: WAD-COLE LAKE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.484, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 6, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 51.7 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: Better than present minimum criteria, Deck Geometry: Equal to 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: September 2021, Bridge Improvement Cost: $703,000, Roadway Improvement Cost: $70,000, Total Project Cost: $1,055,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1075122, Location: 4.4 MI N OF SUMMERTOWN (Lat: 32.804378, Lng: -82.256508), Route carried "on" structure: County highway 457, Year Built: 1982, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: HS 15, Features Intersected: DANIELS MILL CREEK, Facility Carried by Structure: WAD-COLE LAKE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.484, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 6, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 51.7 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: Better than present minimum criteria, Deck Geometry: Equal to 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: September 2021, Bridge Improvement Cost: $703,000, Roadway Improvement Cost: $70,000, Total Project Cost: $1,055,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1075139, Location: 4.9 MI NE OF SUMMERTOWN (Lat: 32.807919, Lng: -82.238219), Route carried "on" structure: State highway 56, Year Built: 2009, Status: Open, Structure Length: 7.80m (25.59ft), Average Daily Traffic: 1,780 (year 2012), Truck Traffic: 21%, Average Future Daily Traffic: 2,670 (year 2032), Design Load: HS 20+Mod, Features Intersected: OGEECHEE RIVER O/F
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 45.062, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.5m (47.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 73.4 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 desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $1,000,000, Roadway Improvement Cost: $100,000, Total Project Cost: $1,500,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1075139, Location: 4.9 MI NE OF SUMMERTOWN (Lat: 32.807919, Lng: -82.238219), Route carried "on" structure: State highway 56, Year Built: 2009, Status: Open, Structure Length: 7.80m (25.59ft), Average Daily Traffic: 1,780 (year 2012), Truck Traffic: 21%, Average Future Daily Traffic: 2,670 (year 2032), Design Load: HS 20+Mod, Features Intersected: OGEECHEE RIVER O/F
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 45.062, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.5m (47.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 73.4 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 desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $1,000,000, Roadway Improvement Cost: $100,000, Total Project Cost: $1,500,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1075141, Location: 5.2 MI NE OF SUMMERTOWN (Lat: 32.814003, Lng: -82.235325), Route carried "on" structure: State highway 56, Year Built: 2009, Status: Open, Structure Length: 26.12m (85.70ft), Average Daily Traffic: 1,780 (year 2012), Truck Traffic: 21%, Average Future Daily Traffic: 2,670 (year 2032), Design Load: HS 20+Mod, Features Intersected: OGEECHEE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.671, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.5m (47.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable 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: October 2021, Underwater Inspection Date: June 2018, Bridge Improvement Cost: $3,348,000, Roadway Improvement Cost: $335,000, Total Project Cost: $5,023,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1075141, Location: 5.2 MI NE OF SUMMERTOWN (Lat: 32.814003, Lng: -82.235325), Route carried "on" structure: State highway 56, Year Built: 2009, Status: Open, Structure Length: 26.12m (85.70ft), Average Daily Traffic: 1,780 (year 2012), Truck Traffic: 21%, Average Future Daily Traffic: 2,670 (year 2032), Design Load: HS 20+Mod, Features Intersected: OGEECHEE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.671, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.5m (47.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable 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: October 2021, Underwater Inspection Date: June 2018, Bridge Improvement Cost: $3,348,000, Roadway Improvement Cost: $335,000, Total Project Cost: $5,023,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 330004, Location: IN CITY OF MIDVILLE (Lat: 32.819825, Lng: -82.239164), Route carried "under" structure: City street 726, Structure Length: 0. m, Average Daily Traffic: 480 (year 2002), Truck Traffic: 1%, Features Intersected: SR 17, Facility Carried by Structure: SR 17
Minimum Vertical Clearance: 3.91m (12.83ft), Kilometerpoint: 0.000, Lanes on structure: 2, Length of Maximum Span: 0.0m
Structure Number: 330004, Location: IN CITY OF MIDVILLE (Lat: 32.819825, Lng: -82.239164), Route carried "under" structure: City street 726, Structure Length: 0. m, Average Daily Traffic: 480 (year 2002), Truck Traffic: 1%, Features Intersected: SR 17, Facility Carried by Structure: SR 17
Minimum Vertical Clearance: 3.91m (12.83ft), Kilometerpoint: 0.000, Lanes on structure: 2, Length of Maximum Span: 0.0m