Bridge Statistics for Mount Pleasant, South Carolina (SC)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 66Number of bridges
- 4,944ft / 1,507mTotal length
- $11,898,000Total costs
- 899,399Total average daily traffic
- 67,451Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Mount Pleasant
- No street view available for this location
- New bridges - historical statistics
- 11940-1949
- 21970-1979
- 171980-1989
- 291990-1999
- 142000-2009
- 32010-2019
- Reconstructed bridges - Historical Statistics
- 11960-1969
- 01970-1979
- 31980-1989
- Bridge Condition - Deck
- 4.4%Very good
- 57.8%Good
- 37.8%Satisfactory
- Bridge Condition - Superstructure
- 4.4%Very good
- 64.4%Good
- 31.1%Satisfactory
- Bridge Condition - Substructure
- 4.4%Very good
- 66.7%Good
- 24.4%Satisfactory
- 4.4%Poor
- Bridge Condition - Channel
- 2.6%Excellent
- 55.3%Very good
- 39.5%Good
- 2.6%Fair
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Structure Number: 10454, Location: IN MT. PLEASANT (Lat: 32.895128, Lng: -79.785586), Route carried "on" structure: County highway 8365, Year Built: 2000, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 200 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 256 (year 2041), Design Load: HS 20, Features Intersected: TIDAL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.436, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 22.4 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: 17.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
Structure Number: 10454, Location: IN MT. PLEASANT (Lat: 32.895128, Lng: -79.785586), Route carried "on" structure: County highway 8365, Year Built: 2000, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 200 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 256 (year 2041), Design Load: HS 20, Features Intersected: TIDAL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.436, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 22.4 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: 17.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
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Structure Number: 10456, Location: IN MOUNT PLEASANT (Lat: 32.908611, Lng: -79.785833), Route carried "on" structure: County highway 5556, Year Built: 1999, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 256 (year 2040), Design Load: HS 20, Features Intersected: TIDAL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.215, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 38.2 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: 29.5 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 4.54m (14.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $400,000, Roadway Improvement Cost: $100,000, Total Project Cost: $600,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 10456, Location: IN MOUNT PLEASANT (Lat: 32.908611, Lng: -79.785833), Route carried "on" structure: County highway 5556, Year Built: 1999, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 256 (year 2040), Design Load: HS 20, Features Intersected: TIDAL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.215, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 38.2 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: 29.5 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 4.54m (14.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $400,000, Roadway Improvement Cost: $100,000, Total Project Cost: $600,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 10457, Location: MT. PLEASANT (Lat: 32.900000, Lng: -79.793333), Route carried "on" structure: County highway 5416, Year Built: 2000, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 200 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 256 (year 2041), Design Load: HS 20, Features Intersected: TIDAL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.041, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.1m (23.3ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 2.3m (7.5ft), Right: 0.0m, Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 18.6m (61.0ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.28m (4.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
Structure Number: 10457, Location: MT. PLEASANT (Lat: 32.900000, Lng: -79.793333), Route carried "on" structure: County highway 5416, Year Built: 2000, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 200 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 256 (year 2041), Design Load: HS 20, Features Intersected: TIDAL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.041, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.1m (23.3ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 2.3m (7.5ft), Right: 0.0m, Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 18.6m (61.0ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.28m (4.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
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Structure Number: 10458, Location: IN MOUNT PLEASANT (Lat: 32.822092, Lng: -79.825544), Route carried "on" structure: County highway 6271, Year Built: 1988, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 256 (year 2040), Design Load: HS 20, Features Intersected: CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.212, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 28.8 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: 21.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: > 39.9% below), Length Of Structure Improvement: 1.35m (4.43ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $119,000, Roadway Improvement Cost: $30,000, Total Project Cost: $179,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10458, Location: IN MOUNT PLEASANT (Lat: 32.822092, Lng: -79.825544), Route carried "on" structure: County highway 6271, Year Built: 1988, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 256 (year 2040), Design Load: HS 20, Features Intersected: CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.212, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 28.8 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: 21.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: > 39.9% below), Length Of Structure Improvement: 1.35m (4.43ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $119,000, Roadway Improvement Cost: $30,000, Total Project Cost: $179,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10459, Location: IN MOUNT PLEASANT (Lat: 32.825911, Lng: -79.827231), Route carried "on" structure: County highway 6271, Year Built: 1988, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 256 (year 2040), Design Load: HS 20, Features Intersected: CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.711, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.4m (24.3ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 28.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 21.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: 0.1 - 9.9% below), Length Of Structure Improvement: 0.67m (2.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10459, Location: IN MOUNT PLEASANT (Lat: 32.825911, Lng: -79.827231), Route carried "on" structure: County highway 6271, Year Built: 1988, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 256 (year 2040), Design Load: HS 20, Features Intersected: CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.711, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.4m (24.3ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 28.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 21.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: 0.1 - 9.9% below), Length Of Structure Improvement: 0.67m (2.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1046, Location: MOUNT PLEASANT (Lat: 32.816244, Lng: -79.877061), Route carried "on" structure: County highway 1214, Year Built: 1999, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 256 (year 2040), Design Load: HS 20, Features Intersected: CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.409, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.0m, Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 38.6 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: 31.8 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.25m (4.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $110,000, Roadway Improvement Cost: $28,000, Total Project Cost: $165,000 ( Estimate for 2021)
Structure Number: 1046, Location: MOUNT PLEASANT (Lat: 32.816244, Lng: -79.877061), Route carried "on" structure: County highway 1214, Year Built: 1999, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 256 (year 2040), Design Load: HS 20, Features Intersected: CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.409, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.0m, Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 38.6 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: 31.8 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.25m (4.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $110,000, Roadway Improvement Cost: $28,000, Total Project Cost: $165,000 ( Estimate for 2021)
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Structure Number: 10461, Location: IN MT. PLEASANT (Lat: 32.826619, Lng: -79.827650), Route carried "on" structure: County highway 6427, Year Built: 1988, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 256 (year 2040), Design Load: HS 20, Features Intersected: CANAL, Facility Carried by Structure: L-/WATERFRNTDR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.220, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 27.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 19.4 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: 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: > 39.9% below), Length Of Structure Improvement: 1.29m (4.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $113,000, Roadway Improvement Cost: $28,000, Total Project Cost: $170,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10461, Location: IN MT. PLEASANT (Lat: 32.826619, Lng: -79.827650), Route carried "on" structure: County highway 6427, Year Built: 1988, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 256 (year 2040), Design Load: HS 20, Features Intersected: CANAL, Facility Carried by Structure: L-/WATERFRNTDR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.220, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 27.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 19.4 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: 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: > 39.9% below), Length Of Structure Improvement: 1.29m (4.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $113,000, Roadway Improvement Cost: $28,000, Total Project Cost: $170,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10462, Location: IN MT PLEASANT (Lat: 32.821728, Lng: -79.874961), Route carried "on" structure: County highway 8651, Year Built: 1999, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 256 (year 2040), Design Load: HS 20, Features Intersected: TIDAL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.282, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.3m (20.7ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 40.8 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: 31.4 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 6.44m (21.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $567,000, Roadway Improvement Cost: $142,000, Total Project Cost: $851,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 10462, Location: IN MT PLEASANT (Lat: 32.821728, Lng: -79.874961), Route carried "on" structure: County highway 8651, Year Built: 1999, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 256 (year 2040), Design Load: HS 20, Features Intersected: TIDAL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.282, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.3m (20.7ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 40.8 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: 31.4 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 6.44m (21.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $567,000, Roadway Improvement Cost: $142,000, Total Project Cost: $851,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 10463, Location: IN MT. PLEASANT (Lat: 32.821819, Lng: -79.830144), Route carried "on" structure: County highway 6427, Year Built: 1988, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 200 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 256 (year 2041), Design Load: HS 20, Features Intersected: CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.459, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 46.3 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: 23.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.98m (3.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10463, Location: IN MT. PLEASANT (Lat: 32.821819, Lng: -79.830144), Route carried "on" structure: County highway 6427, Year Built: 1988, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 200 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 256 (year 2041), Design Load: HS 20, Features Intersected: CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.459, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 46.3 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: 23.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.98m (3.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10476, Location: MOUNT PLEASANT (Lat: 32.841531, Lng: -79.830994), Route carried "on" structure: County highway 3852, Year Built: 1989, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 256 (year 2040), Design Load: HS 20, Features Intersected: POND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.418, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.9m (22.6ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 26.9 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: 16.8 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: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.55m (5.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $137,000, Roadway Improvement Cost: $34,000, Total Project Cost: $206,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10476, Location: MOUNT PLEASANT (Lat: 32.841531, Lng: -79.830994), Route carried "on" structure: County highway 3852, Year Built: 1989, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 256 (year 2040), Design Load: HS 20, Features Intersected: POND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.418, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.9m (22.6ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 26.9 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: 16.8 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: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.55m (5.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $137,000, Roadway Improvement Cost: $34,000, Total Project Cost: $206,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10477, Location: IN MT PLEASANT (Lat: 32.867019, Lng: -79.812600), Route carried "on" structure: County highway 6389, Year Built: 1989, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 200 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 256 (year 2041), Features Intersected: TIDAL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.143, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.1m (16.7ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
Structure Number: 10477, Location: IN MT PLEASANT (Lat: 32.867019, Lng: -79.812600), Route carried "on" structure: County highway 6389, Year Built: 1989, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 200 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 256 (year 2041), Features Intersected: TIDAL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.143, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.1m (16.7ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
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Structure Number: 10478, Location: IN MT PLEASANT (Lat: 32.864167, Lng: -79.767222), Route carried "on" structure: County highway 2123, Year Built: 1988, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 256 (year 2040), Design Load: HS 15, Features Intersected: TIDAL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.362, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 18.5 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: 8.7 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: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.72m (5.64ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $152,000, Roadway Improvement Cost: $38,000, Total Project Cost: $228,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10478, Location: IN MT PLEASANT (Lat: 32.864167, Lng: -79.767222), Route carried "on" structure: County highway 2123, Year Built: 1988, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 256 (year 2040), Design Load: HS 15, Features Intersected: TIDAL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.362, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 18.5 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: 8.7 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: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.72m (5.64ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $152,000, Roadway Improvement Cost: $38,000, Total Project Cost: $228,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10479, Location: MT PLEASANT (Lat: 32.883953, Lng: -79.827047), Route carried "on" structure: County highway 5355, Year Built: 1999, Status: Open, Structure Length: 7.01m (23.00ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 256 (year 2040), Design Load: HS 20, Features Intersected: TIDAL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.996, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 6, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Good, 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: 10.7 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: High priority of corrective action, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 8.02m (26.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $223,000, Roadway Improvement Cost: $56,000, Total Project Cost: $335,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10479, Location: MT PLEASANT (Lat: 32.883953, Lng: -79.827047), Route carried "on" structure: County highway 5355, Year Built: 1999, Status: Open, Structure Length: 7.01m (23.00ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 256 (year 2040), Design Load: HS 20, Features Intersected: TIDAL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.996, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 6, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Good, 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: 10.7 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: High priority of corrective action, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 8.02m (26.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $223,000, Roadway Improvement Cost: $56,000, Total Project Cost: $335,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1048, Location: IN MT PLEASANT (Lat: 32.871139, Lng: -79.820728), Route carried "on" structure: County highway 2602, Year Built: 1999, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 256 (year 2040), Design Load: HS 20, Features Intersected: TIDAL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.121, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.3m (20.7ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 12.3 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: 5.5 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: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.56m (8.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $226,000, Roadway Improvement Cost: $57,000, Total Project Cost: $339,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1048, Location: IN MT PLEASANT (Lat: 32.871139, Lng: -79.820728), Route carried "on" structure: County highway 2602, Year Built: 1999, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 256 (year 2040), Design Load: HS 20, Features Intersected: TIDAL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.121, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.3m (20.7ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 12.3 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: 5.5 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: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.56m (8.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $226,000, Roadway Improvement Cost: $57,000, Total Project Cost: $339,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 743, Location: NEAR MT PLEASANT (Lat: 32.830700, Lng: -79.852136), Route carried "under" structure: County highway 4436, Year Built: 1991, Structure Length: 0. m, Average Daily Traffic: 100 (year 2020), Truck Traffic: 4%, Features Intersected: L-4436/WAKENDAW RD, Facility Carried by Structure: I-526 WB
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 0.586, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.4m (66.9ft)
Structure Number: 743, Location: NEAR MT PLEASANT (Lat: 32.830700, Lng: -79.852136), Route carried "under" structure: County highway 4436, Year Built: 1991, Structure Length: 0. m, Average Daily Traffic: 100 (year 2020), Truck Traffic: 4%, Features Intersected: L-4436/WAKENDAW RD, Facility Carried by Structure: I-526 WB
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 0.586, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.4m (66.9ft)
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Structure Number: 7431, Location: NEAR MT. PLEASANT (Lat: 32.823728, Lng: -79.849578), Route carried "under" structure: State highway 56, Year Built: 1990, Structure Length: 0. m, Average Daily Traffic: 5,950 (year 2020), Truck Traffic: 3%, Features Intersected: S-56/MATHIS FERRY RD, Facility Carried by Structure: I-526WB/RAMPON526
Minimum Vertical Clearance: 4.83m (15.85ft), Kilometerpoint: 6.130, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.6m (70.9ft)
Structure Number: 7431, Location: NEAR MT. PLEASANT (Lat: 32.823728, Lng: -79.849578), Route carried "under" structure: State highway 56, Year Built: 1990, Structure Length: 0. m, Average Daily Traffic: 5,950 (year 2020), Truck Traffic: 3%, Features Intersected: S-56/MATHIS FERRY RD, Facility Carried by Structure: I-526WB/RAMPON526
Minimum Vertical Clearance: 4.83m (15.85ft), Kilometerpoint: 6.130, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.6m (70.9ft)
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Structure Number: 8325, Location: NEAR MT. PLEASANT (Lat: 32.839525, Lng: -79.862611), Route carried "under" structure: State highway 97, Year Built: 1990, Structure Length: 0. m, Average Daily Traffic: 12,700 (year 2020), Truck Traffic: 24%, Features Intersected: S-97/LONG POINT ROAD, Facility Carried by Structure: I-526 EB
Minimum Vertical Clearance: 5.36m (17.59ft), Kilometerpoint: 1.046, Lanes on structure: 3, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 40.5m (132.9ft)
Structure Number: 8325, Location: NEAR MT. PLEASANT (Lat: 32.839525, Lng: -79.862611), Route carried "under" structure: State highway 97, Year Built: 1990, Structure Length: 0. m, Average Daily Traffic: 12,700 (year 2020), Truck Traffic: 24%, Features Intersected: S-97/LONG POINT ROAD, Facility Carried by Structure: I-526 EB
Minimum Vertical Clearance: 5.36m (17.59ft), Kilometerpoint: 1.046, Lanes on structure: 3, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 40.5m (132.9ft)
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Structure Number: 8329, Location: NEAR MT. PLEASANT (Lat: 32.839650, Lng: -79.862289), Route carried "under" structure: State highway 97, Year Built: 1990, Structure Length: 0. m, Average Daily Traffic: 12,700 (year 2020), Truck Traffic: 24%, Features Intersected: S-97/LONG POINT ROAD, Facility Carried by Structure: I-526 WB
Minimum Vertical Clearance: 5.36m (17.59ft), Kilometerpoint: 1.046, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 40.5m (132.9ft)
Structure Number: 8329, Location: NEAR MT. PLEASANT (Lat: 32.839650, Lng: -79.862289), Route carried "under" structure: State highway 97, Year Built: 1990, Structure Length: 0. m, Average Daily Traffic: 12,700 (year 2020), Truck Traffic: 24%, Features Intersected: S-97/LONG POINT ROAD, Facility Carried by Structure: I-526 WB
Minimum Vertical Clearance: 5.36m (17.59ft), Kilometerpoint: 1.046, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 40.5m (132.9ft)
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Structure Number: 8418, Location: NEAR MT. PLEASANT (Lat: 32.830611, Lng: -79.852394), Route carried "under" structure: County highway 4436, Year Built: 1981, Structure Length: 0. m, Average Daily Traffic: 100 (year 2020), Truck Traffic: 4%, Features Intersected: L-4436/WAKENDAW RD, Facility Carried by Structure: I-526 EB
Minimum Vertical Clearance: 4.83m (15.85ft), Kilometerpoint: 0.612, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.4m (66.9ft)
Structure Number: 8418, Location: NEAR MT. PLEASANT (Lat: 32.830611, Lng: -79.852394), Route carried "under" structure: County highway 4436, Year Built: 1981, Structure Length: 0. m, Average Daily Traffic: 100 (year 2020), Truck Traffic: 4%, Features Intersected: L-4436/WAKENDAW RD, Facility Carried by Structure: I-526 EB
Minimum Vertical Clearance: 4.83m (15.85ft), Kilometerpoint: 0.612, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.4m (66.9ft)
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Structure Number: 8419, Location: NEAR MT. PLEASANT (Lat: 32.823617, Lng: -79.849822), Route carried "under" structure: State highway 56, Year Built: 1981, Structure Length: 0. m, Average Daily Traffic: 5,950 (year 2020), Truck Traffic: 3%, Features Intersected: S-56/MATHIS FERRY RD, Facility Carried by Structure: I-526 EB
Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 6.104, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.6m (70.9ft)
Structure Number: 8419, Location: NEAR MT. PLEASANT (Lat: 32.823617, Lng: -79.849822), Route carried "under" structure: State highway 56, Year Built: 1981, Structure Length: 0. m, Average Daily Traffic: 5,950 (year 2020), Truck Traffic: 3%, Features Intersected: S-56/MATHIS FERRY RD, Facility Carried by Structure: I-526 EB
Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 6.104, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.6m (70.9ft)
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Structure Number: 842, Location: NEAR MOUNT PLEASANT (Lat: 32.821192, Lng: -79.848997), Route carried "under" structure: Interstate 526, Year Built: 1991, Structure Length: 0. m, Average Daily Traffic: 20,800 (year 2020), Truck Traffic: 9%, Features Intersected: I-526 & S-56
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 46.816, Lanes on structure: 1, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 49.7m (163.1ft)
Structure Number: 842, Location: NEAR MOUNT PLEASANT (Lat: 32.821192, Lng: -79.848997), Route carried "under" structure: Interstate 526, Year Built: 1991, Structure Length: 0. m, Average Daily Traffic: 20,800 (year 2020), Truck Traffic: 9%, Features Intersected: I-526 & S-56
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 46.816, Lanes on structure: 1, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 49.7m (163.1ft)
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Structure Number: 8421, Location: IN MT. PLEASANT (Lat: 32.814214, Lng: -79.849647), Route carried "under" structure: US 17, Year Built: 1991, Structure Length: 0. m, Average Daily Traffic: 20,300 (year 2020), Truck Traffic: 7%, Features Intersected: US 17, Facility Carried by Structure: I-526 EB
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 60.415, Lanes on structure: 2, Lanes under structure: 7, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 51.2m (168.0ft)
Structure Number: 8421, Location: IN MT. PLEASANT (Lat: 32.814214, Lng: -79.849647), Route carried "under" structure: US 17, Year Built: 1991, Structure Length: 0. m, Average Daily Traffic: 20,300 (year 2020), Truck Traffic: 7%, Features Intersected: US 17, Facility Carried by Structure: I-526 EB
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 60.415, Lanes on structure: 2, Lanes under structure: 7, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 51.2m (168.0ft)
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Structure Number: 8422, Location: IN MT. PLEASANT (Lat: 32.814278, Lng: -79.849428), Route carried "under" structure: US 17, Year Built: 1991, Structure Length: 0. m, Average Daily Traffic: 20,300 (year 2020), Truck Traffic: 7%, Features Intersected: US 17, Facility Carried by Structure: I-526 WB
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 60.415, Lanes on structure: 2, Lanes under structure: 7, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 51.2m (168.0ft)
Structure Number: 8422, Location: IN MT. PLEASANT (Lat: 32.814278, Lng: -79.849428), Route carried "under" structure: US 17, Year Built: 1991, Structure Length: 0. m, Average Daily Traffic: 20,300 (year 2020), Truck Traffic: 7%, Features Intersected: US 17, Facility Carried by Structure: I-526 WB
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 60.415, Lanes on structure: 2, Lanes under structure: 7, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 51.2m (168.0ft)
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Structure Number: 9829, Location: MT. PLEASANT (Lat: 32.800800, Lng: -79.902011), Route carried "under" structure: County highway 4688, Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 75 (year 2020), Truck Traffic: 5%, Features Intersected: HARRY M HALLMAN JR BLVD, Facility Carried by Structure: RAMP OFF US 17 NB
Minimum Vertical Clearance: 7.75m (25.43ft), Kilometerpoint: 0.734, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.7m (140.1ft)
Structure Number: 9829, Location: MT. PLEASANT (Lat: 32.800800, Lng: -79.902011), Route carried "under" structure: County highway 4688, Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 75 (year 2020), Truck Traffic: 5%, Features Intersected: HARRY M HALLMAN JR BLVD, Facility Carried by Structure: RAMP OFF US 17 NB
Minimum Vertical Clearance: 7.75m (25.43ft), Kilometerpoint: 0.734, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.7m (140.1ft)
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Structure Number: 983, Location: MT PLEASANT (Lat: 32.800911, Lng: -79.900650), Route carried "under" structure: US 17, Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 62,700 (year 2020), Truck Traffic: 3%, Features Intersected: US 17 NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 55.241, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 64.0m (210.0ft)
Structure Number: 983, Location: MT PLEASANT (Lat: 32.800911, Lng: -79.900650), Route carried "under" structure: US 17, Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 62,700 (year 2020), Truck Traffic: 3%, Features Intersected: US 17 NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 55.241, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 64.0m (210.0ft)
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Structure Number: 9835, Location: CHARLESTON CITY LIMITS (Lat: 32.801047, Lng: -79.901989), Route carried "under" structure: County highway 4688, Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 37 (year 2020), Truck Traffic: 5%, Features Intersected: HARRY M HALLMAN JR BLVD, Facility Carried by Structure: US 17 NB
Minimum Vertical Clearance: 8.61m (28.25ft), Kilometerpoint: 0.708, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 41.1m (134.8ft)
Structure Number: 9835, Location: CHARLESTON CITY LIMITS (Lat: 32.801047, Lng: -79.901989), Route carried "under" structure: County highway 4688, Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 37 (year 2020), Truck Traffic: 5%, Features Intersected: HARRY M HALLMAN JR BLVD, Facility Carried by Structure: US 17 NB
Minimum Vertical Clearance: 8.61m (28.25ft), Kilometerpoint: 0.708, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 41.1m (134.8ft)
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Structure Number: 9837, Location: CHARLESTON CITY LIMITS (Lat: 32.801269, Lng: -79.900653), Route carried "under" structure: County highway 4688, Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 37 (year 2020), Truck Traffic: 5%, Features Intersected: HARRY M HALLMAN JR BLVD, Facility Carried by Structure: US 17 SB
Minimum Vertical Clearance: 9.42m (30.91ft), Kilometerpoint: 0.682, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.7m (140.1ft)
Structure Number: 9837, Location: CHARLESTON CITY LIMITS (Lat: 32.801269, Lng: -79.900653), Route carried "under" structure: County highway 4688, Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 37 (year 2020), Truck Traffic: 5%, Features Intersected: HARRY M HALLMAN JR BLVD, Facility Carried by Structure: US 17 SB
Minimum Vertical Clearance: 9.42m (30.91ft), Kilometerpoint: 0.682, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.7m (140.1ft)
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Structure Number: 10118, Location: TOWN OF MOUNT PLEASANT (Lat: 32.819483, Lng: -79.843433), Route carried "under" structure: US 17, Year Built: 2015, Structure Length: 0. m, Average Daily Traffic: 40,600 (year 2020), Truck Traffic: 7%, Features Intersected: US 17, Facility Carried by Structure: RAMP ON&OFF I-526
Minimum Vertical Clearance: 5.36m (17.59ft), Kilometerpoint: 61.123, Lanes on structure: 1, Lanes under structure: 8, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 76.2m (250.0ft)
Structure Number: 10118, Location: TOWN OF MOUNT PLEASANT (Lat: 32.819483, Lng: -79.843433), Route carried "under" structure: US 17, Year Built: 2015, Structure Length: 0. m, Average Daily Traffic: 40,600 (year 2020), Truck Traffic: 7%, Features Intersected: US 17, Facility Carried by Structure: RAMP ON&OFF I-526
Minimum Vertical Clearance: 5.36m (17.59ft), Kilometerpoint: 61.123, Lanes on structure: 1, Lanes under structure: 8, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 76.2m (250.0ft)