Bridge Statistics for Georgetown, South Carolina (SC)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 25Number of bridges
- 1,276ft / 389mTotal length
- $2,991,000Total costs
- 129,674Total average daily traffic
- 14,151Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Georgetown
- No street view available for this location
- New bridges - historical statistics
- 61920-1929
- 11930-1939
- 31950-1959
- 41960-1969
- 31970-1979
- 51980-1989
- 21990-1999
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 21950-1959
- 11960-1969
- 11970-1979
- Bridge Condition - Deck
- 5.3%Excellent
- 10.5%Very good
- 15.8%Good
- 42.1%Satisfactory
- 21.1%Fair
- 5.3%Poor
- Bridge Condition - Superstructure
- 5.3%Excellent
- 10.5%Very good
- 10.5%Good
- 42.1%Satisfactory
- 21.1%Fair
- 10.5%Poor
- Bridge Condition - Substructure
- 5.3%Excellent
- 5.3%Very good
- 10.5%Good
- 36.8%Satisfactory
- 26.3%Fair
- 15.8%Poor
- Bridge Condition - Channel
- 54.5%Very good
- 13.6%Good
- 22.7%Satisfactory
- 9.1%Fair
- Bridge Condition - Culverts
- 50.0%Good
- 25.0%Satisfactory
- 25.0%Fair
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Structure Number: 149, Location: 17.4 MI N MONCKS CRN (Lat: 33.445925, Lng: -79.983433), Route carried "on" structure: US 52, Year Built: 1999, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 3,900 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 6,786 (year 2040), Design Load: HS 20+Mod, Features Intersected: CRAWL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 57.788, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.3m (83.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 25.3m (83.0ft), Out-to-Out Width: 26.2m (86.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 55.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 43.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.49m (18.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 149, Location: 17.4 MI N MONCKS CRN (Lat: 33.445925, Lng: -79.983433), Route carried "on" structure: US 52, Year Built: 1999, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 3,900 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 6,786 (year 2040), Design Load: HS 20+Mod, Features Intersected: CRAWL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 57.788, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.3m (83.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 25.3m (83.0ft), Out-to-Out Width: 26.2m (86.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 55.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 43.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.49m (18.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 247, Location: 7.9MI S OF CHESTER CO LN (Lat: 34.472181, Lng: -81.323569), Route carried "on" structure: State highway 215, Year Built: 1927, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 900 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 1,431 (year 2040), Design Load: H 20, Features Intersected: SANDY FORK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.988, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 24.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 19.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.98m (3.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
Structure Number: 247, Location: 7.9MI S OF CHESTER CO LN (Lat: 34.472181, Lng: -81.323569), Route carried "on" structure: State highway 215, Year Built: 1927, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 900 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 1,431 (year 2040), Design Load: H 20, Features Intersected: SANDY FORK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.988, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 24.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 19.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.98m (3.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
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Structure Number: 253, Location: LYNNWOOD DR / LANCASTER (Lat: 34.701614, Lng: -80.763244), Route carried "on" structure: State highway 19, Year Built: 1927, Year Reconstructed: 1964, Status: Open, Structure Length: 7.13m (23.39ft), Average Daily Traffic: 1,450 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 2,117 (year 2041), Design Load: H 15, Features Intersected: BEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.682, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 6, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 19.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 15.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 7.13m (23.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 253, Location: LYNNWOOD DR / LANCASTER (Lat: 34.701614, Lng: -80.763244), Route carried "on" structure: State highway 19, Year Built: 1927, Year Reconstructed: 1964, Status: Open, Structure Length: 7.13m (23.39ft), Average Daily Traffic: 1,450 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 2,117 (year 2041), Design Load: H 15, Features Intersected: BEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.682, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 6, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 19.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 15.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 7.13m (23.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 288, Location: 1.8MI NW GREENVILLE (Lat: 34.868950, Lng: -82.421089), Route carried "on" structure: County highway 81, Year Built: 1928, Status: Posted for load, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 1,150 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 1,760 (year 2040), Design Load: H 15, Features Intersected: REEDY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.983, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 5.6m (18.4ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 21.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 18.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, 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: 20.0 - 29.9% below), Length Of Structure Improvement: 2.63m (8.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $176,000, Roadway Improvement Cost: $44,000, Total Project Cost: $264,000 ( Estimate for 2021)
Structure Number: 288, Location: 1.8MI NW GREENVILLE (Lat: 34.868950, Lng: -82.421089), Route carried "on" structure: County highway 81, Year Built: 1928, Status: Posted for load, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 1,150 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 1,760 (year 2040), Design Load: H 15, Features Intersected: REEDY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.983, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 5.6m (18.4ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 21.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 18.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, 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: 20.0 - 29.9% below), Length Of Structure Improvement: 2.63m (8.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $176,000, Roadway Improvement Cost: $44,000, Total Project Cost: $264,000 ( Estimate for 2021)
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Structure Number: 289, Location: CITY GREENV-HUDSON ST (Lat: 34.849772, Lng: -82.410133), Route carried "on" structure: State highway 80, Year Built: 1928, Status: Posted for load, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 3,300 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 5,049 (year 2041), Design Load: H 15, Features Intersected: REEDY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.948, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 3.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 3.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.89m (6.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $207,000, Roadway Improvement Cost: $52,000, Total Project Cost: $311,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 289, Location: CITY GREENV-HUDSON ST (Lat: 34.849772, Lng: -82.410133), Route carried "on" structure: State highway 80, Year Built: 1928, Status: Posted for load, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 3,300 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 5,049 (year 2041), Design Load: H 15, Features Intersected: REEDY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.948, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 3.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 3.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.89m (6.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $207,000, Roadway Improvement Cost: $52,000, Total Project Cost: $311,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 292, Location: 10.6 MI N TRAVELERS REST (Lat: 35.116119, Lng: -82.445497), Route carried "on" structure: State highway 969, Year Built: 1928, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 278 (year 2040), Design Load: H 15, Features Intersected: NORTH SALUDA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.200, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.6m (21.7ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Poor, Channel: Very good, Operating Rating: 21.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.69m (15.39ft), Designated Inspection Frequency: Every 12 months, Inspection Date: April 2021, Bridge Improvement Cost: $414,000, Roadway Improvement Cost: $104,000, Total Project Cost: $621,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 292, Location: 10.6 MI N TRAVELERS REST (Lat: 35.116119, Lng: -82.445497), Route carried "on" structure: State highway 969, Year Built: 1928, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 278 (year 2040), Design Load: H 15, Features Intersected: NORTH SALUDA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.200, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.6m (21.7ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Poor, Channel: Very good, Operating Rating: 21.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.69m (15.39ft), Designated Inspection Frequency: Every 12 months, Inspection Date: April 2021, Bridge Improvement Cost: $414,000, Roadway Improvement Cost: $104,000, Total Project Cost: $621,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 306, Location: 7 MI NW OF COLUMBIA (Lat: 34.090436, Lng: -81.081600), Route carried "on" structure: State highway 215, Year Built: 1928, Year Reconstructed: 1969, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 4,200 (year 2021), Truck Traffic: 16%, Average Future Daily Traffic: 6,720 (year 2041), Design Load: H 20, Features Intersected: BURGESS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.487, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 25.9m (85.0ft), Out-to-Out Width: 26.5m (86.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 25.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 19.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.64m (2.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
Structure Number: 306, Location: 7 MI NW OF COLUMBIA (Lat: 34.090436, Lng: -81.081600), Route carried "on" structure: State highway 215, Year Built: 1928, Year Reconstructed: 1969, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 4,200 (year 2021), Truck Traffic: 16%, Average Future Daily Traffic: 6,720 (year 2041), Design Load: H 20, Features Intersected: BURGESS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.487, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 25.9m (85.0ft), Out-to-Out Width: 26.5m (86.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 25.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 19.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.64m (2.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
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Structure Number: 529, Location: 7.8 MI SW ST GEORGE (Lat: 33.078758, Lng: -80.606044), Route carried "on" structure: US 15, Year Built: 1931, Year Reconstructed: 1964, Status: Open, Structure Length: 7.62m (25.00ft), Average Daily Traffic: 2,600 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 3,796 (year 2040), Design Load: H 15, Features Intersected: CROOKED CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.674, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 41.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.62m (25.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 529, Location: 7.8 MI SW ST GEORGE (Lat: 33.078758, Lng: -80.606044), Route carried "on" structure: US 15, Year Built: 1931, Year Reconstructed: 1964, Status: Open, Structure Length: 7.62m (25.00ft), Average Daily Traffic: 2,600 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 3,796 (year 2040), Design Load: H 15, Features Intersected: CROOKED CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.674, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 41.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.62m (25.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2386, Location: 4.2 MI NW GRAY COURT (Lat: 34.666275, Lng: -82.133192), Route carried "on" structure: State highway 107, Year Built: 1956, Status: Posted for load, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 125 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 160 (year 2040), Design Load: H 10, Features Intersected: REEDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.976, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Good, Operating Rating: 22.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, 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: 20.0 - 29.9% below), Length Of Structure Improvement: 2.43m (7.97ft), Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021, Bridge Improvement Cost: $193,000, Roadway Improvement Cost: $48,000, Total Project Cost: $290,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2386, Location: 4.2 MI NW GRAY COURT (Lat: 34.666275, Lng: -82.133192), Route carried "on" structure: State highway 107, Year Built: 1956, Status: Posted for load, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 125 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 160 (year 2040), Design Load: H 10, Features Intersected: REEDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.976, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Good, Operating Rating: 22.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, 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: 20.0 - 29.9% below), Length Of Structure Improvement: 2.43m (7.97ft), Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021, Bridge Improvement Cost: $193,000, Roadway Improvement Cost: $48,000, Total Project Cost: $290,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2618, Location: 6.8MI NE SALUDA (Lat: 34.098739, Lng: -81.742769), Route carried "on" structure: State highway 123, Year Built: 1957, Status: Posted for load, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 150 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 192 (year 2040), Design Load: H 10, Features Intersected: PERSIMMON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.847, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Very good, Operating Rating: 20.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 15.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: September 2020, Other Special Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2618, Location: 6.8MI NE SALUDA (Lat: 34.098739, Lng: -81.742769), Route carried "on" structure: State highway 123, Year Built: 1957, Status: Posted for load, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 150 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 192 (year 2040), Design Load: H 10, Features Intersected: PERSIMMON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.847, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Very good, Operating Rating: 20.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 15.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: September 2020, Other Special Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 287, Location: 5.9 MI N YORK (Lat: 35.066497, Lng: -81.190131), Route carried "on" structure: State highway 64, Year Built: 2016, Status: Open, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 2,200 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 3,212 (year 2040), Design Load: HL 93, Features Intersected: ALLISON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.388, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Fair, Operating Rating: 49.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 38.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 6.71m (22.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 287, Location: 5.9 MI N YORK (Lat: 35.066497, Lng: -81.190131), Route carried "on" structure: State highway 64, Year Built: 2016, Status: Open, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 2,200 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 3,212 (year 2040), Design Load: HL 93, Features Intersected: ALLISON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.388, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Fair, Operating Rating: 49.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 38.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 6.71m (22.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2958, Location: IN GEORGETOWN (Lat: 33.387581, Lng: -79.314994), Route carried "on" structure: Alternate US 17, Year Built: 1959, Year Reconstructed: 1983, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 16,600 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 20,750 (year 2040), Design Load: H 20, Features Intersected: WHITES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.993, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 19.6m (64.3ft), Out-to-Out Width: 26.4m (86.6ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 4.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 3.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: High priority of replacement, Deck Geometry: Superior to present desirable criteria, 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: > 39.9% below), Length Of Structure Improvement: 1.32m (4.33ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $167,000, Roadway Improvement Cost: $42,000, Total Project Cost: $251,000 ( Estimate for 2021)
Structure Number: 2958, Location: IN GEORGETOWN (Lat: 33.387581, Lng: -79.314994), Route carried "on" structure: Alternate US 17, Year Built: 1959, Year Reconstructed: 1983, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 16,600 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 20,750 (year 2040), Design Load: H 20, Features Intersected: WHITES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.993, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 19.6m (64.3ft), Out-to-Out Width: 26.4m (86.6ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 4.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 3.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: High priority of replacement, Deck Geometry: Superior to present desirable criteria, 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: > 39.9% below), Length Of Structure Improvement: 1.32m (4.33ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $167,000, Roadway Improvement Cost: $42,000, Total Project Cost: $251,000 ( Estimate for 2021)
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Structure Number: 3284, Location: 5MI S GEORGETOWN (Lat: 33.300225, Lng: -79.304867), Route carried "on" structure: State highway 295, Year Built: 1960, Status: Posted for load, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 900 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,152 (year 2040), Design Load: H 10, Features Intersected: WHITE OAK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.364, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Very good, Operating Rating: 19.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 14.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3284, Location: 5MI S GEORGETOWN (Lat: 33.300225, Lng: -79.304867), Route carried "on" structure: State highway 295, Year Built: 1960, Status: Posted for load, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 900 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,152 (year 2040), Design Load: H 10, Features Intersected: WHITE OAK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.364, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Very good, Operating Rating: 19.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 14.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4792, Location: 1MI E OF GEORGETOWN (Lat: 33.365517, Lng: -79.251806), Route carried "on" structure: US 17, Year Built: 1966, Status: Open, Structure Length: 84.19m (276.21ft), Average Daily Traffic: 22,600 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 67,574 (year 2040), Design Load: HS 20, Features Intersected: WACCAMAW RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.726, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 20 degrees, Navigation Control: Yes ( Vertical Clearance: 19.8m (65.0ft), Horizontal Clearance: 36.6m (120.1ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 13, Number Of Approach Spans: 14, Length of Maximum Span: 51.8m (169.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, Operating Rating: 36.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 84.19m (276.21ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 12 months, Inspection Date: May 2020, Underwater Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 4792, Location: 1MI E OF GEORGETOWN (Lat: 33.365517, Lng: -79.251806), Route carried "on" structure: US 17, Year Built: 1966, Status: Open, Structure Length: 84.19m (276.21ft), Average Daily Traffic: 22,600 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 67,574 (year 2040), Design Load: HS 20, Features Intersected: WACCAMAW RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.726, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 20 degrees, Navigation Control: Yes ( Vertical Clearance: 19.8m (65.0ft), Horizontal Clearance: 36.6m (120.1ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 13, Number Of Approach Spans: 14, Length of Maximum Span: 51.8m (169.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, Operating Rating: 36.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 84.19m (276.21ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 12 months, Inspection Date: May 2020, Underwater Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 5061, Location: 0.3 MI E OF GEORGETOWN (Lat: 33.366825, Lng: -79.265614), Route carried "on" structure: US 17, Year Built: 1967, Status: Open, Structure Length: 43.10m (141.40ft), Average Daily Traffic: 22,600 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 67,574 (year 2040), Design Load: H 20, Features Intersected: PEE DEE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.839, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 20 degrees, Navigation Control: Yes ( Vertical Clearance: 6.1m (20.0ft), Horizontal Clearance: 18.3m (60.0ft)), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Number Of Approach Spans: 16, Length of Maximum Span: 27.1m (88.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 55.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 43.10m (141.40ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2020, Underwater Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 5061, Location: 0.3 MI E OF GEORGETOWN (Lat: 33.366825, Lng: -79.265614), Route carried "on" structure: US 17, Year Built: 1967, Status: Open, Structure Length: 43.10m (141.40ft), Average Daily Traffic: 22,600 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 67,574 (year 2040), Design Load: H 20, Features Intersected: PEE DEE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.839, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 20 degrees, Navigation Control: Yes ( Vertical Clearance: 6.1m (20.0ft), Horizontal Clearance: 18.3m (60.0ft)), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Number Of Approach Spans: 16, Length of Maximum Span: 27.1m (88.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 55.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 43.10m (141.40ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2020, Underwater Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 529, Location: IN GEORGETOWN (Lat: 33.397936, Lng: -79.278497), Route carried "on" structure: State highway 514, Year Built: 1968, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 1,900 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 2,432 (year 2040), Design Load: H 10, Features Intersected: KENSINGTON STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.993, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 19.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 14.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 529, Location: IN GEORGETOWN (Lat: 33.397936, Lng: -79.278497), Route carried "on" structure: State highway 514, Year Built: 1968, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 1,900 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 2,432 (year 2040), Design Load: H 10, Features Intersected: KENSINGTON STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.993, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 19.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 14.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5781, Location: 2 MI S OF CAMDEN (Lat: 34.218386, Lng: -80.607142), Route carried "on" structure: Interstate 20, Year Built: 1970, Status: Open, Structure Length: 22.86m (75.00ft), Average Daily Traffic: 17,000 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 27,200 (year 2040), Design Load: HS 20, Features Intersected: WATEREE SWP OVERFLOW (2)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 155.741, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 25, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Satisfactory, Channel: Very good, Operating Rating: 40.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 31.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 23.43m (76.87ft), Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021, Bridge Improvement Cost: $1,140,000, Roadway Improvement Cost: $57,000, Total Project Cost: $1,254,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 5781, Location: 2 MI S OF CAMDEN (Lat: 34.218386, Lng: -80.607142), Route carried "on" structure: Interstate 20, Year Built: 1970, Status: Open, Structure Length: 22.86m (75.00ft), Average Daily Traffic: 17,000 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 27,200 (year 2040), Design Load: HS 20, Features Intersected: WATEREE SWP OVERFLOW (2)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 155.741, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 25, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Satisfactory, Channel: Very good, Operating Rating: 40.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 31.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 23.43m (76.87ft), Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021, Bridge Improvement Cost: $1,140,000, Roadway Improvement Cost: $57,000, Total Project Cost: $1,254,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 6493, Location: 1MI W I-95 & I-20 INT (Lat: 34.204311, Lng: -79.879228), Route carried "on" structure: State highway 1355, Year Built: 1974, Status: Open, Structure Length: 8.17m (26.80ft), Average Daily Traffic: 750 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 960 (year 2040), Design Load: HS 15, Features Intersected: I-20
Minimum Vertical Clearance: 5.41m (17.75ft), Kilometerpoint: 0.150, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 29.6m (97.1ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 48.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 37.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.08m (26.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 6493, Location: 1MI W I-95 & I-20 INT (Lat: 34.204311, Lng: -79.879228), Route carried "on" structure: State highway 1355, Year Built: 1974, Status: Open, Structure Length: 8.17m (26.80ft), Average Daily Traffic: 750 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 960 (year 2040), Design Load: HS 15, Features Intersected: I-20
Minimum Vertical Clearance: 5.41m (17.75ft), Kilometerpoint: 0.150, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 29.6m (97.1ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 48.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 37.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.08m (26.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 6495, Location: 4MI SW GEORGETOWN (Lat: 33.333731, Lng: -79.339222), Route carried "on" structure: State highway 42, Year Built: 1974, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 3,100 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 4,526 (year 2040), Design Load: H 15, Features Intersected: TURKEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.298, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 26.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 20.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, 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 desirable criteria, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6495, Location: 4MI SW GEORGETOWN (Lat: 33.333731, Lng: -79.339222), Route carried "on" structure: State highway 42, Year Built: 1974, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 3,100 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 4,526 (year 2040), Design Load: H 15, Features Intersected: TURKEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.298, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 26.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 20.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, 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 desirable criteria, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 736, Location: 6.0 MI N-GEORGETOWN (Lat: 33.440494, Lng: -79.267558), Route carried "on" structure: State highway 524, Year Built: 1980, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 275 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 352 (year 2040), Design Load: H 15, Features Intersected: BR-BLACK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.056, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 27.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 21.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 736, Location: 6.0 MI N-GEORGETOWN (Lat: 33.440494, Lng: -79.267558), Route carried "on" structure: State highway 524, Year Built: 1980, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 275 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 352 (year 2040), Design Load: H 15, Features Intersected: BR-BLACK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.056, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 27.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 21.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7889, Location: IN GEORGETOWN (Lat: 33.358750, Lng: -79.294653), Route carried "on" structure: US 17, Year Built: 1985, Status: Open, Structure Length: 91.62m (300.59ft), Average Daily Traffic: 10,700 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 13,375 (year 2040), Design Load: H 20, Features Intersected: SAMPIT RIVER_& S-103
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.148, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Navigation Control: Yes ( Vertical Clearance: 10.4m (34.1ft), Horizontal Clearance: 30.5m (100.1ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Number Of Approach Spans: 20, Length of Maximum Span: 198.1m (649.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 91.62m (300.59ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: May 2020, Underwater Inspection Date: July 2021, Other Special Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 7889, Location: IN GEORGETOWN (Lat: 33.358750, Lng: -79.294653), Route carried "on" structure: US 17, Year Built: 1985, Status: Open, Structure Length: 91.62m (300.59ft), Average Daily Traffic: 10,700 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 13,375 (year 2040), Design Load: H 20, Features Intersected: SAMPIT RIVER_& S-103
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.148, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Navigation Control: Yes ( Vertical Clearance: 10.4m (34.1ft), Horizontal Clearance: 30.5m (100.1ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Number Of Approach Spans: 20, Length of Maximum Span: 198.1m (649.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 91.62m (300.59ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: May 2020, Underwater Inspection Date: July 2021, Other Special Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 8159, Location: IN GEORGETOWN (Lat: 33.357994, Lng: -79.294219), Route carried "on" structure: US 17, Year Built: 1988, Status: Open, Structure Length: 91.23m (299.31ft), Average Daily Traffic: 10,700 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 13,375 (year 2040), Design Load: HS 20, Features Intersected: SAMPIT RIVER_& S-103
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.062, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Navigation Control: Yes ( Vertical Clearance: 19.8m (65.0ft), Horizontal Clearance: 30.5m (100.1ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Number Of Approach Spans: 20, Length of Maximum Span: 54.9m (180.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 25.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 91.23m (299.31ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2020, Underwater Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 8159, Location: IN GEORGETOWN (Lat: 33.357994, Lng: -79.294219), Route carried "on" structure: US 17, Year Built: 1988, Status: Open, Structure Length: 91.23m (299.31ft), Average Daily Traffic: 10,700 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 13,375 (year 2040), Design Load: HS 20, Features Intersected: SAMPIT RIVER_& S-103
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.062, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Navigation Control: Yes ( Vertical Clearance: 19.8m (65.0ft), Horizontal Clearance: 30.5m (100.1ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Number Of Approach Spans: 20, Length of Maximum Span: 54.9m (180.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 25.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 91.23m (299.31ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2020, Underwater Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 9177, Location: 5MI W GEORGETOWN (Lat: 33.340375, Lng: -79.366714), Route carried "on" structure: State highway 42, Year Built: 1997, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 2,100 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 3,066 (year 2040), Design Load: HS 20, Features Intersected: PENNY ROYAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.135, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 60.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 40.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.66m (12.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 9177, Location: 5MI W GEORGETOWN (Lat: 33.340375, Lng: -79.366714), Route carried "on" structure: State highway 42, Year Built: 1997, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 2,100 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 3,066 (year 2040), Design Load: HS 20, Features Intersected: PENNY ROYAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.135, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 60.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 40.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.66m (12.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 7889, Location: IN GEORGETOWN (Lat: 33.358750, Lng: -79.294653), Route carried "under" structure: State highway 103, Year Built: 1985, Structure Length: 0. m, Average Daily Traffic: 137 (year 2020), Truck Traffic: 61%, Features Intersected: SAMPIT RIVER_& S-103, Facility Carried by Structure: US 17 SBL
Minimum Vertical Clearance: 7.01m (23.00ft), Kilometerpoint: 0.483, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 198.1m (649.9ft)
Structure Number: 7889, Location: IN GEORGETOWN (Lat: 33.358750, Lng: -79.294653), Route carried "under" structure: State highway 103, Year Built: 1985, Structure Length: 0. m, Average Daily Traffic: 137 (year 2020), Truck Traffic: 61%, Features Intersected: SAMPIT RIVER_& S-103, Facility Carried by Structure: US 17 SBL
Minimum Vertical Clearance: 7.01m (23.00ft), Kilometerpoint: 0.483, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 198.1m (649.9ft)
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Structure Number: 8159, Location: IN GEORGETOWN (Lat: 33.357994, Lng: -79.294219), Route carried "under" structure: State highway 103, Year Built: 1988, Structure Length: 0. m, Average Daily Traffic: 137 (year 2020), Truck Traffic: 61%, Features Intersected: SAMPIT RIVER_& S-103, Facility Carried by Structure: US 17 NB
Minimum Vertical Clearance: 7.01m (23.00ft), Kilometerpoint: 0.483, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 54.9m (180.1ft)
Structure Number: 8159, Location: IN GEORGETOWN (Lat: 33.357994, Lng: -79.294219), Route carried "under" structure: State highway 103, Year Built: 1988, Structure Length: 0. m, Average Daily Traffic: 137 (year 2020), Truck Traffic: 61%, Features Intersected: SAMPIT RIVER_& S-103, Facility Carried by Structure: US 17 NB
Minimum Vertical Clearance: 7.01m (23.00ft), Kilometerpoint: 0.483, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 54.9m (180.1ft)