Bridge Statistics for Lamar, South Carolina (SC)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 29Number of bridges
- 318ft / 97.5mTotal length
- $1,191,000Total costs
- 188,750Total average daily traffic
- 32,236Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Lamar
- No street view available for this location
- New bridges - historical statistics
- 21930-1939
- 21950-1959
- 61960-1969
- 161970-1979
- 11980-1989
- 11990-1999
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 21960-1969
- 01970-1979
- 01980-1989
- 61990-1999
- 22000-2009
- Bridge Condition - Deck
- 41.7%Good
- 29.2%Satisfactory
- 29.2%Fair
- Bridge Condition - Superstructure
- 45.8%Good
- 25.0%Satisfactory
- 29.2%Fair
- Bridge Condition - Substructure
- 54.2%Good
- 29.2%Satisfactory
- 16.7%Fair
- Bridge Condition - Channel
- 42.1%Very good
- 31.6%Good
- 21.1%Satisfactory
- 5.3%Fair
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Structure Number: 782, Location: 1MI NE OF LAMAR (Lat: 34.177478, Lng: -80.056792), Route carried "on" structure: US 401, Year Built: 1937, Year Reconstructed: 1972, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 2,900 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 4,611 (year 2040), Design Load: H 15, Features Intersected: NEWMAN SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.251, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 24.6 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: 18.8 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: January 2020, Underwater Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 782, Location: 1MI NE OF LAMAR (Lat: 34.177478, Lng: -80.056792), Route carried "on" structure: US 401, Year Built: 1937, Year Reconstructed: 1972, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 2,900 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 4,611 (year 2040), Design Load: H 15, Features Intersected: NEWMAN SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.251, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 24.6 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: 18.8 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: January 2020, Underwater Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 783, Location: 2MI NE OF LAMAR (Lat: 34.192417, Lng: -80.041761), Route carried "on" structure: US 401, Year Built: 1937, Year Reconstructed: 1972, Status: Open, Structure Length: 6.86m (22.51ft), Average Daily Traffic: 2,900 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 2,233 (year 2040), Design Load: H 15, Features Intersected: SPARROW SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.434, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 10.0 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: 7.8 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: High priority of replacement, Deck Geometry: Superior to present desirable 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: > 39.9% below), Length Of Structure Improvement: 7.86m (25.79ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: January 2020, Underwater Inspection Date: August 2021, Bridge Improvement Cost: $794,000, Roadway Improvement Cost: $199,000, Total Project Cost: $1,191,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 783, Location: 2MI NE OF LAMAR (Lat: 34.192417, Lng: -80.041761), Route carried "on" structure: US 401, Year Built: 1937, Year Reconstructed: 1972, Status: Open, Structure Length: 6.86m (22.51ft), Average Daily Traffic: 2,900 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 2,233 (year 2040), Design Load: H 15, Features Intersected: SPARROW SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.434, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 10.0 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: 7.8 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: High priority of replacement, Deck Geometry: Superior to present desirable 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: > 39.9% below), Length Of Structure Improvement: 7.86m (25.79ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: January 2020, Underwater Inspection Date: August 2021, Bridge Improvement Cost: $794,000, Roadway Improvement Cost: $199,000, Total Project Cost: $1,191,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2934, Location: 4MI S LAMAR (Lat: 34.115111, Lng: -80.028489), Route carried "on" structure: State highway 358, Year Built: 1959, Year Reconstructed: 1996, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 278 (year 2040), Design Load: H 10, Features Intersected: DEEP HOLE SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.670, 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: 7.9m (25.9ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: January 2021, Underwater Inspection Date: September 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2934, Location: 4MI S LAMAR (Lat: 34.115111, Lng: -80.028489), Route carried "on" structure: State highway 358, Year Built: 1959, Year Reconstructed: 1996, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 278 (year 2040), Design Load: H 10, Features Intersected: DEEP HOLE SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.670, 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: 7.9m (25.9ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: January 2021, Underwater Inspection Date: September 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2935, Location: 2MI NW LAMAR (Lat: 34.190586, Lng: -80.089556), Route carried "on" structure: State highway 363, Year Built: 1959, Year Reconstructed: 1999, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 175 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 224 (year 2041), Design Load: H 10, Features Intersected: NEWMANS SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.124, 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: 4, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, 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: Somewhat better than minimum adequacy, 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: 30.0 - 39.9% below), Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2021, Underwater Inspection Date: August 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2935, Location: 2MI NW LAMAR (Lat: 34.190586, Lng: -80.089556), Route carried "on" structure: State highway 363, Year Built: 1959, Year Reconstructed: 1999, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 175 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 224 (year 2041), Design Load: H 10, Features Intersected: NEWMANS SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.124, 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: 4, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, 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: Somewhat better than minimum adequacy, 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: 30.0 - 39.9% below), Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2021, Underwater Inspection Date: August 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3627, Location: 2.0 MI W LAMAR (Lat: 34.146389, Lng: -80.120425), Route carried "on" structure: State highway 27, Year Built: 1961, Year Reconstructed: 1995, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 450 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 626 (year 2040), Design Load: H 10, Features Intersected: MILL BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.489, 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: 8.4m (27.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, 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: Somewhat better than minimum adequacy, 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: 30.0 - 39.9% below), Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2021, Underwater Inspection Date: September 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3627, Location: 2.0 MI W LAMAR (Lat: 34.146389, Lng: -80.120425), Route carried "on" structure: State highway 27, Year Built: 1961, Year Reconstructed: 1995, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 450 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 626 (year 2040), Design Load: H 10, Features Intersected: MILL BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.489, 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: 8.4m (27.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, 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: Somewhat better than minimum adequacy, 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: 30.0 - 39.9% below), Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2021, Underwater Inspection Date: September 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3629, Location: 3MI SE LAMAR (Lat: 34.142450, Lng: -80.030717), Route carried "on" structure: State highway 697, Year Built: 1961, Year Reconstructed: 1995, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 175 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 224 (year 2040), Design Load: H 10, Features Intersected: BAY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.159, 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: 8.4m (27.6ft)
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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2021, Underwater Inspection Date: September 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3629, Location: 3MI SE LAMAR (Lat: 34.142450, Lng: -80.030717), Route carried "on" structure: State highway 697, Year Built: 1961, Year Reconstructed: 1995, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 175 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 224 (year 2040), Design Load: H 10, Features Intersected: BAY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.159, 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: 8.4m (27.6ft)
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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2021, Underwater Inspection Date: September 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 363, Location: 3MI S LAMAR (Lat: 34.131253, Lng: -80.040778), Route carried "on" structure: State highway 697, Year Built: 1961, Year Reconstructed: 2005, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 175 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 224 (year 2040), Design Load: H 10, Features Intersected: DEEP HOLE SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.753, 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: 7.9m (25.9ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, 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: Somewhat better than minimum adequacy, 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: 30.0 - 39.9% below), Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 363, Location: 3MI S LAMAR (Lat: 34.131253, Lng: -80.040778), Route carried "on" structure: State highway 697, Year Built: 1961, Year Reconstructed: 2005, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 175 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 224 (year 2040), Design Load: H 10, Features Intersected: DEEP HOLE SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.753, 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: 7.9m (25.9ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, 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: Somewhat better than minimum adequacy, 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: 30.0 - 39.9% below), Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4503, Location: 0.5 MI NE LAMAR (Lat: 34.183392, Lng: -80.070500), Route carried "on" structure: State highway 399, Year Built: 1965, Year Reconstructed: 1996, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 275 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 352 (year 2041), Design Load: H 10, Features Intersected: NEWMANS SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.740, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Very good, 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: Somewhat better than minimum adequacy, 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: 30.0 - 39.9% below), Length Of Structure Improvement: 2.29m (7.51ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2021, Underwater Inspection Date: August 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4503, Location: 0.5 MI NE LAMAR (Lat: 34.183392, Lng: -80.070500), Route carried "on" structure: State highway 399, Year Built: 1965, Year Reconstructed: 1996, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 275 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 352 (year 2041), Design Load: H 10, Features Intersected: NEWMANS SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.740, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Very good, 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: Somewhat better than minimum adequacy, 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: 30.0 - 39.9% below), Length Of Structure Improvement: 2.29m (7.51ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2021, Underwater Inspection Date: August 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4739, Location: 3MI N LAMAR (Lat: 34.190642, Lng: -80.093375), Route carried "on" structure: State highway 32, Year Built: 1966, Year Reconstructed: 1999, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 400 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 556 (year 2041), Design Load: H 10, Features Intersected: NEWMAN SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.454, 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: 4, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: 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: Somewhat better than minimum adequacy, 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: 30.0 - 39.9% below), Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2021, Underwater Inspection Date: August 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4739, Location: 3MI N LAMAR (Lat: 34.190642, Lng: -80.093375), Route carried "on" structure: State highway 32, Year Built: 1966, Year Reconstructed: 1999, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 400 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 556 (year 2041), Design Load: H 10, Features Intersected: NEWMAN SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.454, 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: 4, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: 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: Somewhat better than minimum adequacy, 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: 30.0 - 39.9% below), Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2021, Underwater Inspection Date: August 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 474, Location: 3MI SE LAMAR (Lat: 34.167475, Lng: -80.010656), Route carried "on" structure: State highway 697, Year Built: 2011, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 175 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 224 (year 2040), Design Load: HL 93, Features Intersected: NEWMAN & SPARROW SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.747, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 51.8 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: 39.9 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: 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, Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 474, Location: 3MI SE LAMAR (Lat: 34.167475, Lng: -80.010656), Route carried "on" structure: State highway 697, Year Built: 2011, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 175 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 224 (year 2040), Design Load: HL 93, Features Intersected: NEWMAN & SPARROW SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.747, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 51.8 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: 39.9 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: 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, Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4741, Location: 3MI SE LAMAR (Lat: 34.166356, Lng: -80.011319), Route carried "on" structure: State highway 697, Year Built: 1966, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 175 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 224 (year 2041), Design Load: H 10, Features Intersected: NEWMAN & SPARROW SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.893, 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: 7.9m (25.9ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 18.8 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: 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: Equal 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2021, Underwater Inspection Date: August 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4741, Location: 3MI SE LAMAR (Lat: 34.166356, Lng: -80.011319), Route carried "on" structure: State highway 697, Year Built: 1966, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 175 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 224 (year 2041), Design Load: H 10, Features Intersected: NEWMAN & SPARROW SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.893, 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: 7.9m (25.9ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 18.8 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: 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: Equal 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2021, Underwater Inspection Date: August 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5708, Location: LAMAR CITY LIMIT (Lat: 34.175550, Lng: -80.043214), Route carried "on" structure: State highway 739, Year Built: 1970, Year Reconstructed: 2005, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 650 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 949 (year 2040), Design Load: H 10, Features Intersected: NEWMAN SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.505, 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: 4, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, 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: Somewhat better than minimum adequacy, 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: 30.0 - 39.9% below), Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2021, Underwater Inspection Date: October 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5708, Location: LAMAR CITY LIMIT (Lat: 34.175550, Lng: -80.043214), Route carried "on" structure: State highway 739, Year Built: 1970, Year Reconstructed: 2005, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 650 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 949 (year 2040), Design Load: H 10, Features Intersected: NEWMAN SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.505, 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: 4, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, 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: Somewhat better than minimum adequacy, 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: 30.0 - 39.9% below), Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2021, Underwater Inspection Date: October 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6074, Location: 2.0MI N OF LAMAR (Lat: 34.202900, Lng: -80.060764), Route carried "on" structure: Interstate 20, Year Built: 1972, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 12,250 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 19,600 (year 2040), Design Load: HS 20, Features Intersected: SPARROW SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 207.311, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 8, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 51.5 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: 39.5 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: Better than 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: 7.32m (24.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 6074, Location: 2.0MI N OF LAMAR (Lat: 34.202900, Lng: -80.060764), Route carried "on" structure: Interstate 20, Year Built: 1972, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 12,250 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 19,600 (year 2040), Design Load: HS 20, Features Intersected: SPARROW SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 207.311, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 8, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 51.5 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: 39.5 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: Better than 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: 7.32m (24.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 6075, Location: 2MI N OF LAMAR (Lat: 34.203147, Lng: -80.060858), Route carried "on" structure: Interstate 20, Year Built: 1972, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 12,250 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 19,600 (year 2040), Design Load: HS 20, Features Intersected: SPARROW SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 207.308, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 8, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 52.8 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: 40.5 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.32m (24.02ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: January 2020, Underwater Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 6075, Location: 2MI N OF LAMAR (Lat: 34.203147, Lng: -80.060858), Route carried "on" structure: Interstate 20, Year Built: 1972, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 12,250 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 19,600 (year 2040), Design Load: HS 20, Features Intersected: SPARROW SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 207.308, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 8, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 52.8 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: 40.5 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.32m (24.02ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: January 2020, Underwater Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 6266, Location: 3MI NW LAMAR (Lat: 34.197792, Lng: -80.099200), Route carried "on" structure: State highway 32, Year Built: 1973, Status: Open, Structure Length: 8.11m (26.61ft), Average Daily Traffic: 375 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 521 (year 2040), Design Load: HS 15, Features Intersected: I-20
Minimum Vertical Clearance: 5.54m (18.18ft), Kilometerpoint: 4.381, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 30.2m (99.1ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 45.0 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: 34.7 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: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.11m (26.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 6266, Location: 3MI NW LAMAR (Lat: 34.197792, Lng: -80.099200), Route carried "on" structure: State highway 32, Year Built: 1973, Status: Open, Structure Length: 8.11m (26.61ft), Average Daily Traffic: 375 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 521 (year 2040), Design Load: HS 15, Features Intersected: I-20
Minimum Vertical Clearance: 5.54m (18.18ft), Kilometerpoint: 4.381, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 30.2m (99.1ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 45.0 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: 34.7 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: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.11m (26.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 6333, Location: 7 MI E OF BISHOPVILLE (Lat: 34.196389, Lng: -80.111111), Route carried "on" structure: Interstate 20, Year Built: 1973, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 12,250 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 19,600 (year 2040), Design Load: HS 20+Mod, Features Intersected: NEWMAN SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 203.167, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: 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: 38.6 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum 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: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 6333, Location: 7 MI E OF BISHOPVILLE (Lat: 34.196389, Lng: -80.111111), Route carried "on" structure: Interstate 20, Year Built: 1973, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 12,250 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 19,600 (year 2040), Design Load: HS 20+Mod, Features Intersected: NEWMAN SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 203.167, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: 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: 38.6 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum 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: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 6334, Location: 8 MI E OF BISHOPVILLE (Lat: 34.196667, Lng: -80.111389), Route carried "on" structure: Interstate 20, Year Built: 1973, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 12,250 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 19,600 (year 2040), Design Load: HS 20+Mod, Features Intersected: NEWMAN SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 203.167, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 49.2 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: 37.9 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum 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: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 6334, Location: 8 MI E OF BISHOPVILLE (Lat: 34.196667, Lng: -80.111389), Route carried "on" structure: Interstate 20, Year Built: 1973, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 12,250 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 19,600 (year 2040), Design Load: HS 20+Mod, Features Intersected: NEWMAN SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 203.167, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 49.2 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: 37.9 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum 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: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 6461, Location: 3MI N OF LAMAR (Lat: 34.206167, Lng: -80.026242), Route carried "on" structure: US 401, Year Built: 1974, Status: Open, Structure Length: 8.96m (29.40ft), Average Daily Traffic: 1,850 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 1,425 (year 2040), Design Load: HS 20, Features Intersected: I-20
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.539, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.6m (64.3ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 31.4 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: 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.96m (29.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 6461, Location: 3MI N OF LAMAR (Lat: 34.206167, Lng: -80.026242), Route carried "on" structure: US 401, Year Built: 1974, Status: Open, Structure Length: 8.96m (29.40ft), Average Daily Traffic: 1,850 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 1,425 (year 2040), Design Load: HS 20, Features Intersected: I-20
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.539, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.6m (64.3ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 31.4 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: 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.96m (29.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 6462, Location: 2MI NE OF LAMAR (Lat: 34.208000, Lng: -80.041361), Route carried "on" structure: State highway 403, Year Built: 1974, Status: Open, Structure Length: 8.84m (29.00ft), Average Daily Traffic: 4,200 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 6,132 (year 2040), Design Load: HS 20, Features Intersected: I-20
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.176, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 52.2 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: 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.84m (29.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 6462, Location: 2MI NE OF LAMAR (Lat: 34.208000, Lng: -80.041361), Route carried "on" structure: State highway 403, Year Built: 1974, Status: Open, Structure Length: 8.84m (29.00ft), Average Daily Traffic: 4,200 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 6,132 (year 2040), Design Load: HS 20, Features Intersected: I-20
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.176, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 52.2 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: 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.84m (29.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 6466, Location: 3MI W LAMAR (Lat: 34.200511, Lng: -80.070244), Route carried "on" structure: State highway 131, Year Built: 1974, Status: Open, Structure Length: 8.78m (28.81ft), Average Daily Traffic: 400 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 512 (year 2040), Design Load: HS 15, Features Intersected: I-20
Minimum Vertical Clearance: 5.41m (17.75ft), Kilometerpoint: 2.863, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 31.4m (103.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 50.5 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: 38.9 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.78m (28.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 6466, Location: 3MI W LAMAR (Lat: 34.200511, Lng: -80.070244), Route carried "on" structure: State highway 131, Year Built: 1974, Status: Open, Structure Length: 8.78m (28.81ft), Average Daily Traffic: 400 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 512 (year 2040), Design Load: HS 15, Features Intersected: I-20
Minimum Vertical Clearance: 5.41m (17.75ft), Kilometerpoint: 2.863, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 31.4m (103.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 50.5 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: 38.9 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.78m (28.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 6467, Location: 2MI S LAMAR (Lat: 34.138486, Lng: -80.050181), Route carried "on" structure: State highway 154, Year Built: 1974, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 850 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 1,241 (year 2041), Design Load: H 10, Features Intersected: DEEP HOLE SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.774, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), 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: 8.4m (27.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 18.8 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: 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: Equal 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: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6467, Location: 2MI S LAMAR (Lat: 34.138486, Lng: -80.050181), Route carried "on" structure: State highway 154, Year Built: 1974, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 850 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 1,241 (year 2041), Design Load: H 10, Features Intersected: DEEP HOLE SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.774, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), 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: 8.4m (27.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 18.8 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: 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: Equal 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: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6468, Location: 3MI W DARLINGTON (Lat: 34.198453, Lng: -80.085125), Route carried "on" structure: State highway 290, Year Built: 1974, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 275 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 352 (year 2040), Design Load: HS 15, Features Intersected: I-20
Minimum Vertical Clearance: 5.38m (17.65ft), Kilometerpoint: 8.187, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.5m (86.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 50.2 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: 38.6 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.32m (24.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 6468, Location: 3MI W DARLINGTON (Lat: 34.198453, Lng: -80.085125), Route carried "on" structure: State highway 290, Year Built: 1974, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 275 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 352 (year 2040), Design Load: HS 15, Features Intersected: I-20
Minimum Vertical Clearance: 5.38m (17.65ft), Kilometerpoint: 8.187, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.5m (86.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 50.2 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: 38.6 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.32m (24.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 7345, Location: 3MI N LAMAR (Lat: 34.218900, Lng: -80.067386), Route carried "on" structure: State highway 290, Year Built: 1980, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 275 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 352 (year 2040), Design Load: H 15, Features Intersected: BOGGY GULLY SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.156, 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: 6, 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: Good, Superstructure: Good, Substructure: Fair, 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: 21.4 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.74m (8.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 7345, Location: 3MI N LAMAR (Lat: 34.218900, Lng: -80.067386), Route carried "on" structure: State highway 290, Year Built: 1980, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 275 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 352 (year 2040), Design Load: H 15, Features Intersected: BOGGY GULLY SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.156, 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: 6, 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: Good, Superstructure: Good, Substructure: Fair, 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: 21.4 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.74m (8.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 8828, Location: 1MI NE LAMAR (Lat: 34.176067, Lng: -80.051947), Route carried "on" structure: State highway 449, Year Built: 1995, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 375 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 480 (year 2040), Design Load: HS 25 or greater, Features Intersected: NEWMAN SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.272, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), 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: 47.3 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: 36.6 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: 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, Length Of Structure Improvement: 2.74m (8.99ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2021, Underwater Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 8828, Location: 1MI NE LAMAR (Lat: 34.176067, Lng: -80.051947), Route carried "on" structure: State highway 449, Year Built: 1995, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 375 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 480 (year 2040), Design Load: HS 25 or greater, Features Intersected: NEWMAN SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.272, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), 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: 47.3 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: 36.6 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: 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, Length Of Structure Improvement: 2.74m (8.99ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2021, Underwater Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 6266, Location: 3MI NW LAMAR (Lat: 34.197792, Lng: -80.099200), Route carried "under" structure: Interstate 20, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 24,500 (year 2020), Truck Traffic: 18%, Features Intersected: I-20, Facility Carried by Structure: S-16-32
Minimum Vertical Clearance: 5.54m (18.18ft), Kilometerpoint: 203.598, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.2m (99.1ft)
Structure Number: 6266, Location: 3MI NW LAMAR (Lat: 34.197792, Lng: -80.099200), Route carried "under" structure: Interstate 20, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 24,500 (year 2020), Truck Traffic: 18%, Features Intersected: I-20, Facility Carried by Structure: S-16-32
Minimum Vertical Clearance: 5.54m (18.18ft), Kilometerpoint: 203.598, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.2m (99.1ft)
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Structure Number: 6461, Location: 3MI N OF LAMAR (Lat: 34.206167, Lng: -80.026242), Route carried "under" structure: Interstate 20, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 24,500 (year 2020), Truck Traffic: 18%, Features Intersected: I-20, Facility Carried by Structure: US 401
Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 210.518, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.0m (105.0ft)
Structure Number: 6461, Location: 3MI N OF LAMAR (Lat: 34.206167, Lng: -80.026242), Route carried "under" structure: Interstate 20, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 24,500 (year 2020), Truck Traffic: 18%, Features Intersected: I-20, Facility Carried by Structure: US 401
Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 210.518, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.0m (105.0ft)
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Structure Number: 6462, Location: 2MI NE OF LAMAR (Lat: 34.208000, Lng: -80.041361), Route carried "under" structure: Interstate 20, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 24,500 (year 2020), Truck Traffic: 18%, Features Intersected: I-20, Facility Carried by Structure: SC 403
Minimum Vertical Clearance: 5.61m (18.41ft), Kilometerpoint: 209.086, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.5m (100.1ft)
Structure Number: 6462, Location: 2MI NE OF LAMAR (Lat: 34.208000, Lng: -80.041361), Route carried "under" structure: Interstate 20, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 24,500 (year 2020), Truck Traffic: 18%, Features Intersected: I-20, Facility Carried by Structure: SC 403
Minimum Vertical Clearance: 5.61m (18.41ft), Kilometerpoint: 209.086, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.5m (100.1ft)
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Structure Number: 6466, Location: 3MI W LAMAR (Lat: 34.200511, Lng: -80.070244), Route carried "under" structure: Interstate 20, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 24,500 (year 2020), Truck Traffic: 18%, Features Intersected: I-20, Facility Carried by Structure: S-16-131
Minimum Vertical Clearance: 5.41m (17.75ft), Kilometerpoint: 206.302, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.4m (103.0ft)
Structure Number: 6466, Location: 3MI W LAMAR (Lat: 34.200511, Lng: -80.070244), Route carried "under" structure: Interstate 20, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 24,500 (year 2020), Truck Traffic: 18%, Features Intersected: I-20, Facility Carried by Structure: S-16-131
Minimum Vertical Clearance: 5.41m (17.75ft), Kilometerpoint: 206.302, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.4m (103.0ft)
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Structure Number: 6468, Location: 3MI W DARLINGTON (Lat: 34.198453, Lng: -80.085125), Route carried "under" structure: Interstate 20, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 24,500 (year 2020), Truck Traffic: 18%, Features Intersected: I-20, Facility Carried by Structure: S-16-290
Minimum Vertical Clearance: 5.38m (17.65ft), Kilometerpoint: 204.902, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.5m (86.9ft)
Structure Number: 6468, Location: 3MI W DARLINGTON (Lat: 34.198453, Lng: -80.085125), Route carried "under" structure: Interstate 20, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 24,500 (year 2020), Truck Traffic: 18%, Features Intersected: I-20, Facility Carried by Structure: S-16-290
Minimum Vertical Clearance: 5.38m (17.65ft), Kilometerpoint: 204.902, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.5m (86.9ft)