Bridge Statistics for Reidsville, Georgia (GA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 14Number of bridges
- 361ft / 110mTotal length
- $21,058,000Total costs
- 25,490Total average daily traffic
- 293Total average daily truck traffic
- 38,235Total future (year 2031) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Reidsville
- No street view available for this location
- New bridges - historical statistics
- 31930-1939
- 21950-1959
- 21970-1979
- 21980-1989
- 41990-1999
- 12010-2019
- Bridge Condition - Channel
- 35.7%Very good
- 64.3%Good
- Bridge Condition - Culverts
- 66.7%Good
- 33.3%Satisfactory
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Structure Number: 2670003, Location: 1 MI N OF REIDSVILLE (Lat: 32.123158, Lng: -82.120750), Route carried "on" structure: State highway 23, Year Built: 1939, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 2,290 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 3,435 (year 2031), Design Load: H 15, Features Intersected: BRAZELLS CREEK TRIB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.624, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 47.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 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: November 2020, Bridge Improvement Cost: $156,000, Roadway Improvement Cost: $16,000, Total Project Cost: $234,000
Structure Number: 2670003, Location: 1 MI N OF REIDSVILLE (Lat: 32.123158, Lng: -82.120750), Route carried "on" structure: State highway 23, Year Built: 1939, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 2,290 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 3,435 (year 2031), Design Load: H 15, Features Intersected: BRAZELLS CREEK TRIB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.624, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 47.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 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: November 2020, Bridge Improvement Cost: $156,000, Roadway Improvement Cost: $16,000, Total Project Cost: $234,000
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Structure Number: 2670005, Location: 2 MI W OF REIDSVILLE (Lat: 32.107678, Lng: -82.173728), Route carried "on" structure: US 280, Year Built: 1936, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 3,020 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 4,530 (year 2031), Design Load: H 15, Features Intersected: MILL CREEK
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: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 39.0 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.13m (23.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $90,000, Roadway Improvement Cost: $9,000, Total Project Cost: $135,000
Structure Number: 2670005, Location: 2 MI W OF REIDSVILLE (Lat: 32.107678, Lng: -82.173728), Route carried "on" structure: US 280, Year Built: 1936, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 3,020 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 4,530 (year 2031), Design Load: H 15, Features Intersected: MILL CREEK
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: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 39.0 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.13m (23.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $90,000, Roadway Improvement Cost: $9,000, Total Project Cost: $135,000
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Structure Number: 2670007, Location: 3 MI NE OF REIDSVILLE (Lat: 32.118608, Lng: -82.071008), Route carried "on" structure: US 280, Year Built: 1934, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 3,500 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 5,250 (year 2031), Design Load: H 15, Features Intersected: DOUGLAS 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: 8.8m (28.9ft), 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: Satisfactory, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 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, Length Of Structure Improvement: 7.50m (24.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $13,000, Total Project Cost: $188,000
Structure Number: 2670007, Location: 3 MI NE OF REIDSVILLE (Lat: 32.118608, Lng: -82.071008), Route carried "on" structure: US 280, Year Built: 1934, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 3,500 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 5,250 (year 2031), Design Load: H 15, Features Intersected: DOUGLAS 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: 8.8m (28.9ft), 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: Satisfactory, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 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, Length Of Structure Improvement: 7.50m (24.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $13,000, Total Project Cost: $188,000
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Structure Number: 2670039, Location: 1 MI SE OF REDISVILLE (Lat: 32.067569, Lng: -82.086489), Route carried "on" structure: County highway 2664, Year Built: 1959, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 370 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 555 (year 2031), Design Load: H 15, Features Intersected: THOMAS CREEK, Facility Carried by Structure: BUBBA KENNEDY RD
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: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 2.7m (8.9ft)
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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $234,000, Roadway Improvement Cost: $23,000, Total Project Cost: $352,000
Structure Number: 2670039, Location: 1 MI SE OF REDISVILLE (Lat: 32.067569, Lng: -82.086489), Route carried "on" structure: County highway 2664, Year Built: 1959, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 370 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 555 (year 2031), Design Load: H 15, Features Intersected: THOMAS CREEK, Facility Carried by Structure: BUBBA KENNEDY RD
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: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 2.7m (8.9ft)
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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $234,000, Roadway Improvement Cost: $23,000, Total Project Cost: $352,000
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Structure Number: 267004, Location: 3 MI W OF REIDSVILLE (Lat: 32.075719, Lng: -82.201919), Route carried "on" structure: State highway 56, Year Built: 1959, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 1,420 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 2,130 (year 2031), Design Load: H 15, Features Intersected: WATSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.437, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 10, Length of Maximum Span: 1.2m (3.9ft)
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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $242,000, Roadway Improvement Cost: $24,000, Total Project Cost: $363,000
Structure Number: 267004, Location: 3 MI W OF REIDSVILLE (Lat: 32.075719, Lng: -82.201919), Route carried "on" structure: State highway 56, Year Built: 1959, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 1,420 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 2,130 (year 2031), Design Load: H 15, Features Intersected: WATSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.437, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 10, Length of Maximum Span: 1.2m (3.9ft)
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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $242,000, Roadway Improvement Cost: $24,000, Total Project Cost: $363,000
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Structure Number: 2670051, Location: 3 MI NW OF REIDSVILLE (Lat: 32.117708, Lng: -82.189978), Route carried "on" structure: US 280, Year Built: 1992, Status: Open, Structure Length: 29.26m (96.00ft), Average Daily Traffic: 2,990 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 4,485 (year 2032), Design Load: HS 20+Mod, Features Intersected: OHOOPEE RIVER
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: 8.2m (26.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 19, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
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: 29.9 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: November 2020, Underwater Inspection Date: September 2021, Bridge Improvement Cost: $3,751,000, Roadway Improvement Cost: $375,000, Total Project Cost: $5,626,000, Deck Structure Type: Concrete Precast Panels
Structure Number: 2670051, Location: 3 MI NW OF REIDSVILLE (Lat: 32.117708, Lng: -82.189978), Route carried "on" structure: US 280, Year Built: 1992, Status: Open, Structure Length: 29.26m (96.00ft), Average Daily Traffic: 2,990 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 4,485 (year 2032), Design Load: HS 20+Mod, Features Intersected: OHOOPEE RIVER
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: 8.2m (26.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 19, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
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: 29.9 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: November 2020, Underwater Inspection Date: September 2021, Bridge Improvement Cost: $3,751,000, Roadway Improvement Cost: $375,000, Total Project Cost: $5,626,000, Deck Structure Type: Concrete Precast Panels
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Structure Number: 2670052, Location: .5 MI W OF REIDSVILLE (Lat: 32.091108, Lng: -82.148678), Route carried "on" structure: US 280, Year Built: 1992, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 3,020 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 4,530 (year 2031), Design Load: HS 20+Mod, Features Intersected: BRAZELLS 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: 8.2m (26.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 84.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.0 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: November 2020, Bridge Improvement Cost: $938,000, Roadway Improvement Cost: $94,000, Total Project Cost: $1,407,000, Deck Structure Type: Concrete Precast Panels
Structure Number: 2670052, Location: .5 MI W OF REIDSVILLE (Lat: 32.091108, Lng: -82.148678), Route carried "on" structure: US 280, Year Built: 1992, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 3,020 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 4,530 (year 2031), Design Load: HS 20+Mod, Features Intersected: BRAZELLS 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: 8.2m (26.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 84.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.0 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: November 2020, Bridge Improvement Cost: $938,000, Roadway Improvement Cost: $94,000, Total Project Cost: $1,407,000, Deck Structure Type: Concrete Precast Panels
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Structure Number: 2675001, Location: 2 MI W OF MANASSAS (Lat: 32.145378, Lng: -82.055897), Route carried "on" structure: County highway 11, Year Built: 1979, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 130 (year 2011), Truck Traffic: 15%, Average Future Daily Traffic: 195 (year 2031), Design Load: HS 20+Mod, Features Intersected: THOMAS CREEK, Facility Carried by Structure: JOE KENNEDY RD.
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: 5.5m (18.0ft), Skew: 3 degrees, 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: 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: November 2020, Bridge Improvement Cost: $121,000, Roadway Improvement Cost: $12,000, Total Project Cost: $182,000
Structure Number: 2675001, Location: 2 MI W OF MANASSAS (Lat: 32.145378, Lng: -82.055897), Route carried "on" structure: County highway 11, Year Built: 1979, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 130 (year 2011), Truck Traffic: 15%, Average Future Daily Traffic: 195 (year 2031), Design Load: HS 20+Mod, Features Intersected: THOMAS CREEK, Facility Carried by Structure: JOE KENNEDY RD.
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: 5.5m (18.0ft), Skew: 3 degrees, 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: 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: November 2020, Bridge Improvement Cost: $121,000, Roadway Improvement Cost: $12,000, Total Project Cost: $182,000
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Structure Number: 2675007, Location: REIDSVILLE W CITY LMT (Lat: 32.095928, Lng: -82.133219), Route carried "on" structure: County highway 164, Year Built: 1970, Year Reconstructed: 2002, Status: Posted for load, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: H 15, Features Intersected: BRAZELLS CREEK, Facility Carried by Structure: LYNNTOWN 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: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 8, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 35.3 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable 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), Length Of Structure Improvement: 11.40m (37.40ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2020, Underwater Inspection Date: September 2021, Bridge Improvement Cost: $625,000, Roadway Improvement Cost: $63,000, Total Project Cost: $938,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2675007, Location: REIDSVILLE W CITY LMT (Lat: 32.095928, Lng: -82.133219), Route carried "on" structure: County highway 164, Year Built: 1970, Year Reconstructed: 2002, Status: Posted for load, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: H 15, Features Intersected: BRAZELLS CREEK, Facility Carried by Structure: LYNNTOWN 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: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 8, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 35.3 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable 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), Length Of Structure Improvement: 11.40m (37.40ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2020, Underwater Inspection Date: September 2021, Bridge Improvement Cost: $625,000, Roadway Improvement Cost: $63,000, Total Project Cost: $938,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2675008, Location: 4 MI SW OF REIDSVILLE (Lat: 32.051200, Lng: -82.186169), Route carried "on" structure: County highway 180, Year Built: 1980, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 40 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 60 (year 2031), Design Load: H 15, Features Intersected: ROCKY 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: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 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: December 2020, Bridge Improvement Cost: $547,000, Roadway Improvement Cost: $55,000, Total Project Cost: $821,000, Deck Structure Type: Concrete Precast Panels
Structure Number: 2675008, Location: 4 MI SW OF REIDSVILLE (Lat: 32.051200, Lng: -82.186169), Route carried "on" structure: County highway 180, Year Built: 1980, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 40 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 60 (year 2031), Design Load: H 15, Features Intersected: ROCKY 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: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 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: December 2020, Bridge Improvement Cost: $547,000, Roadway Improvement Cost: $55,000, Total Project Cost: $821,000, Deck Structure Type: Concrete Precast Panels
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Structure Number: 2675023, Location: 3 MI S OF REIDSVILLE (Lat: 32.034069, Lng: -82.103653), Route carried "on" structure: County highway 259, Year Built: 1983, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 330 (year 2011), Truck Traffic: 9%, Average Future Daily Traffic: 495 (year 2031), Design Load: HS 15, Features Intersected: THOMAS CREEK
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: 5.8m (19.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very 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, 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: December 2020, Bridge Improvement Cost: $469,000, Roadway Improvement Cost: $47,000, Total Project Cost: $703,000, Deck Structure Type: Concrete Precast Panels
Structure Number: 2675023, Location: 3 MI S OF REIDSVILLE (Lat: 32.034069, Lng: -82.103653), Route carried "on" structure: County highway 259, Year Built: 1983, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 330 (year 2011), Truck Traffic: 9%, Average Future Daily Traffic: 495 (year 2031), Design Load: HS 15, Features Intersected: THOMAS CREEK
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: 5.8m (19.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very 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, 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: December 2020, Bridge Improvement Cost: $469,000, Roadway Improvement Cost: $47,000, Total Project Cost: $703,000, Deck Structure Type: Concrete Precast Panels
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Structure Number: 2675029, Location: 2 MI SE OF REIDSVILLE (Lat: 32.063297, Lng: -82.088928), Route carried "on" structure: State highway 23, Year Built: 1997, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 4,610 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 6,915 (year 2031), Design Load: HS 20+Mod, Features Intersected: THOMAS 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: 8.2m (26.9ft), Skew: 3 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: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 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: December 2020, Bridge Improvement Cost: $664,000, Roadway Improvement Cost: $66,000, Total Project Cost: $996,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 2675029, Location: 2 MI SE OF REIDSVILLE (Lat: 32.063297, Lng: -82.088928), Route carried "on" structure: State highway 23, Year Built: 1997, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 4,610 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 6,915 (year 2031), Design Load: HS 20+Mod, Features Intersected: THOMAS 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: 8.2m (26.9ft), Skew: 3 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: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 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: December 2020, 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: 267503, Location: 4 MI S OF REIDSVILLE (Lat: 32.010628, Lng: -82.154689), Route carried "on" structure: State highway 147, Year Built: 1996, Status: Open, Structure Length: 33.83m (110.99ft), Average Daily Traffic: 1,860 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 2,790 (year 2032), Design Load: HS 20+Mod, Features Intersected: OHOOPEE RIVER, Facility Carried by Structure: J. MAX CHANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.437, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 18, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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: December 2020, Underwater Inspection Date: September 2021, Bridge Improvement Cost: $4,337,000, Roadway Improvement Cost: $434,000, Total Project Cost: $6,505,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 267503, Location: 4 MI S OF REIDSVILLE (Lat: 32.010628, Lng: -82.154689), Route carried "on" structure: State highway 147, Year Built: 1996, Status: Open, Structure Length: 33.83m (110.99ft), Average Daily Traffic: 1,860 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 2,790 (year 2032), Design Load: HS 20+Mod, Features Intersected: OHOOPEE RIVER, Facility Carried by Structure: J. MAX CHANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.437, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 18, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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: December 2020, Underwater Inspection Date: September 2021, Bridge Improvement Cost: $4,337,000, Roadway Improvement Cost: $434,000, Total Project Cost: $6,505,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 2675036, Location: 2MI W OF REIDSVILLE (Lat: 32.077233, Lng: -82.176517), Route carried "on" structure: State highway 56, Year Built: 2010, Status: Open, Structure Length: 13.56m (44.49ft), Average Daily Traffic: 1,420 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 2,130 (year 2031), Design Load: HS 20+Mod, Features Intersected: OHOOPEE RIVER
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: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 38.1m (125.0ft), 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: 68.0 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $1,739,000, Roadway Improvement Cost: $174,000, Total Project Cost: $2,608,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 2675036, Location: 2MI W OF REIDSVILLE (Lat: 32.077233, Lng: -82.176517), Route carried "on" structure: State highway 56, Year Built: 2010, Status: Open, Structure Length: 13.56m (44.49ft), Average Daily Traffic: 1,420 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 2,130 (year 2031), Design Load: HS 20+Mod, Features Intersected: OHOOPEE RIVER
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: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 38.1m (125.0ft), 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: 68.0 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $1,739,000, Roadway Improvement Cost: $174,000, Total Project Cost: $2,608,000, Deck Structure Type: Concrete Cast-file-Place