Bridge Statistics for Sumter, South Carolina (SC)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- New bridges - historical statistics
- 11930-1939
- 51940-1949
- 101950-1959
- 41960-1969
- 61970-1979
- 31980-1989
- 131990-1999
- 42000-2009
- 52010-2019
- Reconstructed bridges - Historical Statistics
- 21950-1959
- 11960-1969
- 01970-1979
- 11980-1989
- Bridge Condition - Deck
- 8.3%Very good
- 58.3%Good
- 16.7%Satisfactory
- 11.1%Fair
- 5.6%Poor
- Bridge Condition - Superstructure
- 11.1%Very good
- 52.8%Good
- 5.6%Satisfactory
- 16.7%Fair
- 13.9%Poor
- Bridge Condition - Substructure
- 22.2%Very good
- 33.3%Good
- 19.4%Satisfactory
- 11.1%Fair
- 13.9%Poor
- Bridge Condition - Channel
- 53.3%Very good
- 10.0%Good
- 30.0%Satisfactory
- 6.7%Fair
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Structure Number: 703, Location: 2 MI S OF SUMTER (Lat: 33.875717, Lng: -80.352372), Route carried "on" structure: US 15, Year Built: 1935, Year Reconstructed: 1963, Status: Open, Structure Length: 5.13m (16.83ft), Average Daily Traffic: 9,750 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 6,727 (year 2040), Design Load: H 15, Features Intersected: POCOTALIGO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.278, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.7m (48.2ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Poor, Channel: Satisfactory, Operating Rating: 25.3 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: 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: Meets minimum limits, 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: 6.06m (19.88ft), Designated Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2021, Underwater Inspection Date: June 2021, Bridge Improvement Cost: $663,000, Roadway Improvement Cost: $166,000, Total Project Cost: $995,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 703, Location: 2 MI S OF SUMTER (Lat: 33.875717, Lng: -80.352372), Route carried "on" structure: US 15, Year Built: 1935, Year Reconstructed: 1963, Status: Open, Structure Length: 5.13m (16.83ft), Average Daily Traffic: 9,750 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 6,727 (year 2040), Design Load: H 15, Features Intersected: POCOTALIGO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.278, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.7m (48.2ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Poor, Channel: Satisfactory, Operating Rating: 25.3 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: 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: Meets minimum limits, 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: 6.06m (19.88ft), Designated Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2021, Underwater Inspection Date: June 2021, Bridge Improvement Cost: $663,000, Roadway Improvement Cost: $166,000, Total Project Cost: $995,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1153, Location: TOWN OF SUMTER (Lat: 33.914447, Lng: -80.341883), Route carried "on" structure: State highway 152, Year Built: 1940, Status: Posted for load, Structure Length: 22.04m (72.31ft), Average Daily Traffic: 5,300 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 7,049 (year 2040), Design Load: H 15, Features Intersected: RR CSXT & DIVINE STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.967, Lanes on structure: 2, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 8, Length of Maximum Span: 41.5m (136.2ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Poor, Operating Rating: 21.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 16.5 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: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, 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: 22.76m (74.67ft), Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021, Bridge Improvement Cost: $2,492,000, Roadway Improvement Cost: $623,000, Total Project Cost: $3,738,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1153, Location: TOWN OF SUMTER (Lat: 33.914447, Lng: -80.341883), Route carried "on" structure: State highway 152, Year Built: 1940, Status: Posted for load, Structure Length: 22.04m (72.31ft), Average Daily Traffic: 5,300 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 7,049 (year 2040), Design Load: H 15, Features Intersected: RR CSXT & DIVINE STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.967, Lanes on structure: 2, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 8, Length of Maximum Span: 41.5m (136.2ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Poor, Operating Rating: 21.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 16.5 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: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, 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: 22.76m (74.67ft), Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021, Bridge Improvement Cost: $2,492,000, Roadway Improvement Cost: $623,000, Total Project Cost: $3,738,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1228, Location: 6 MI NW OF SUMTER (Lat: 33.961533, Lng: -80.426614), Route carried "on" structure: US 76, Year Built: 1941, Year Reconstructed: 1955, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 25,700 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 17,733 (year 2040), Design Load: H 15, Features Intersected: LONG BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.455, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 26.8m (87.9ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 26.8m (87.9ft), Out-to-Out Width: 31.7m (104.0ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 24.0 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: 18.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.98m (3.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020
Structure Number: 1228, Location: 6 MI NW OF SUMTER (Lat: 33.961533, Lng: -80.426614), Route carried "on" structure: US 76, Year Built: 1941, Year Reconstructed: 1955, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 25,700 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 17,733 (year 2040), Design Load: H 15, Features Intersected: LONG BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.455, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 26.8m (87.9ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 26.8m (87.9ft), Out-to-Out Width: 31.7m (104.0ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 24.0 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: 18.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.98m (3.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020
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Structure Number: 1229, Location: 4 MI NW OF SUMTER (Lat: 33.957269, Lng: -80.393111), Route carried "on" structure: US 76, Year Built: 1941, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 26,400 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 18,216 (year 2040), Design Load: H 15, Features Intersected: GREEN SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.903, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 26.5m (86.9ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 26.5m (86.9ft), Out-to-Out Width: 34.1m (111.9ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 15.6 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: 12.0 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.06m (6.76ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2020, Underwater Inspection Date: September 2020, Bridge Improvement Cost: $260,000, Roadway Improvement Cost: $65,000, Total Project Cost: $390,000 ( Estimate for 2021)
Structure Number: 1229, Location: 4 MI NW OF SUMTER (Lat: 33.957269, Lng: -80.393111), Route carried "on" structure: US 76, Year Built: 1941, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 26,400 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 18,216 (year 2040), Design Load: H 15, Features Intersected: GREEN SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.903, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 26.5m (86.9ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 26.5m (86.9ft), Out-to-Out Width: 34.1m (111.9ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 15.6 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: 12.0 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.06m (6.76ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2020, Underwater Inspection Date: September 2020, Bridge Improvement Cost: $260,000, Roadway Improvement Cost: $65,000, Total Project Cost: $390,000 ( Estimate for 2021)
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Structure Number: 1566, Location: TOWN OF SUMTER (Lat: 33.920722, Lng: -80.328253), Route carried "on" structure: Business US 76, Year Built: 1948, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 8,900 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 6,141 (year 2040), Design Load: H 15, Features Intersected: TURKEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.308, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 16.3m (53.5ft), Out-to-Out Width: 23.2m (76.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 30.5 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: 23.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.64m (2.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020
Structure Number: 1566, Location: TOWN OF SUMTER (Lat: 33.920722, Lng: -80.328253), Route carried "on" structure: Business US 76, Year Built: 1948, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 8,900 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 6,141 (year 2040), Design Load: H 15, Features Intersected: TURKEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.308, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 16.3m (53.5ft), Out-to-Out Width: 23.2m (76.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 30.5 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: 23.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.64m (2.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020
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Structure Number: 2267, Location: 1 MI NW OF SUMTER (Lat: 33.925819, Lng: -80.366350), Route carried "on" structure: State highway 119, Year Built: 1955, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 950 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,216 (year 2040), Design Load: H 10, Features Intersected: SHOT PORCH BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.900, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 21.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 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: Meets minimum limits, Deck Geometry: Meets minimum limits, 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: 1.28m (4.20ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2021, Underwater Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2267, Location: 1 MI NW OF SUMTER (Lat: 33.925819, Lng: -80.366350), Route carried "on" structure: State highway 119, Year Built: 1955, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 950 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,216 (year 2040), Design Load: H 10, Features Intersected: SHOT PORCH BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.900, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 21.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 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: Meets minimum limits, Deck Geometry: Meets minimum limits, 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: 1.28m (4.20ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2021, Underwater Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2625, Location: 3 MI NW OF SUMTER (Lat: 33.957214, Lng: -80.379800), Route carried "on" structure: US 76, Year Built: 2013, Status: Open, Structure Length: 6.19m (20.31ft), Average Daily Traffic: 12,800 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 13,952 (year 2040), Design Load: HL 93, Features Intersected: U.S. 521
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.357, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 21 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.4m (103.0ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 45.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 28.8 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.19m (20.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2625, Location: 3 MI NW OF SUMTER (Lat: 33.957214, Lng: -80.379800), Route carried "on" structure: US 76, Year Built: 2013, Status: Open, Structure Length: 6.19m (20.31ft), Average Daily Traffic: 12,800 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 13,952 (year 2040), Design Load: HL 93, Features Intersected: U.S. 521
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.357, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 21 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.4m (103.0ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 45.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 28.8 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.19m (20.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2626, Location: TOWN OF SUMTER (Lat: 33.945736, Lng: -80.342586), Route carried "on" structure: US 76, Year Built: 1957, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 12,800 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 13,952 (year 2040), Design Load: HS 20, Features Intersected: U.S. 15
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.929, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 19.0m (62.3ft)
Condition: Deck: Good, Superstructure: Poor, Substructure: Poor, 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: 8.1 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: High priority of replacement, Deck Geometry: High priority of corrective action, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.12m (20.08ft), Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021, Bridge Improvement Cost: $774,000, Roadway Improvement Cost: $194,000, Total Project Cost: $1,161,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2626, Location: TOWN OF SUMTER (Lat: 33.945736, Lng: -80.342586), Route carried "on" structure: US 76, Year Built: 1957, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 12,800 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 13,952 (year 2040), Design Load: HS 20, Features Intersected: U.S. 15
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.929, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 19.0m (62.3ft)
Condition: Deck: Good, Superstructure: Poor, Substructure: Poor, 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: 8.1 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: High priority of replacement, Deck Geometry: High priority of corrective action, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.12m (20.08ft), Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021, Bridge Improvement Cost: $774,000, Roadway Improvement Cost: $194,000, Total Project Cost: $1,161,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2853, Location: TOWN OF SUMTER (Lat: 33.945561, Lng: -80.340678), Route carried "on" structure: US 76, Year Built: 1958, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 11,500 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 12,535 (year 2040), Design Load: HS 20, Features Intersected: RR SCL ABANDONED
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.085, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Operating Rating: 59.0 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: 43.4 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: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.49m (18.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $39,000, Roadway Improvement Cost: $10,000, Total Project Cost: $59,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2853, Location: TOWN OF SUMTER (Lat: 33.945561, Lng: -80.340678), Route carried "on" structure: US 76, Year Built: 1958, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 11,500 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 12,535 (year 2040), Design Load: HS 20, Features Intersected: RR SCL ABANDONED
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.085, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Operating Rating: 59.0 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: 43.4 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: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.49m (18.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $39,000, Roadway Improvement Cost: $10,000, Total Project Cost: $59,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2854, Location: TOWN OF SUMTER (Lat: 33.937058, Lng: -80.319586), Route carried "on" structure: US 76, Year Built: 1958, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 11,700 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 12,753 (year 2040), Design Load: HS 20, Features Intersected: US 401
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.470, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 21 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 19.0m (62.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, 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: 30.8 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: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.12m (20.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $43,000, Roadway Improvement Cost: $11,000, Total Project Cost: $65,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2854, Location: TOWN OF SUMTER (Lat: 33.937058, Lng: -80.319586), Route carried "on" structure: US 76, Year Built: 1958, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 11,700 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 12,753 (year 2040), Design Load: HS 20, Features Intersected: US 401
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.470, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 21 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 19.0m (62.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, 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: 30.8 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: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.12m (20.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $43,000, Roadway Improvement Cost: $11,000, Total Project Cost: $65,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2855, Location: 2 MI E OF SUMTER (Lat: 33.931392, Lng: -80.311372), Route carried "on" structure: US 76, Year Built: 1958, Status: Open, Structure Length: 7.62m (25.00ft), Average Daily Traffic: 11,700 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 12,753 (year 2040), Design Load: HS 20, Features Intersected: S-43-307 & RR CSXT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.405, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 21 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 18.0m (59.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 36.6 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: 26.9 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.62m (25.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2855, Location: 2 MI E OF SUMTER (Lat: 33.931392, Lng: -80.311372), Route carried "on" structure: US 76, Year Built: 1958, Status: Open, Structure Length: 7.62m (25.00ft), Average Daily Traffic: 11,700 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 12,753 (year 2040), Design Load: HS 20, Features Intersected: S-43-307 & RR CSXT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.405, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 21 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 18.0m (59.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 36.6 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: 26.9 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.62m (25.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2856, Location: TOWN OF SUMTER (Lat: 33.928594, Lng: -80.307133), Route carried "on" structure: US 76, Year Built: 1958, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 11,700 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 12,753 (year 2040), Design Load: HS 20, Features Intersected: U.S. 76 BUSINESS
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 31.810, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 22 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 19.0m (62.3ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Operating Rating: 30.5 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: 22.0 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: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 6.44m (21.13ft), Designated Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: July 2021, Other Special Inspection Date: July 2021, Bridge Improvement Cost: $814,000, Roadway Improvement Cost: $204,000, Total Project Cost: $1,221,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2856, Location: TOWN OF SUMTER (Lat: 33.928594, Lng: -80.307133), Route carried "on" structure: US 76, Year Built: 1958, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 11,700 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 12,753 (year 2040), Design Load: HS 20, Features Intersected: U.S. 76 BUSINESS
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 31.810, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 22 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 19.0m (62.3ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Operating Rating: 30.5 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: 22.0 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: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 6.44m (21.13ft), Designated Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: July 2021, Other Special Inspection Date: July 2021, Bridge Improvement Cost: $814,000, Roadway Improvement Cost: $204,000, Total Project Cost: $1,221,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3537, Location: 2 MI NW OF SUMTER (Lat: 33.934975, Lng: -80.364483), Route carried "on" structure: State highway 55, Year Built: 1960, Year Reconstructed: 1967, Status: Posted for load, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 8,500 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 11,305 (year 2040), Design Load: H 10, Features Intersected: SHOT POUCH BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.582, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 0.0m, Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Very good, Operating Rating: 17.2 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: 13.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: High priority of replacement, Deck Geometry: Equal to 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: 2.06m (6.76ft), Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021, Bridge Improvement Cost: $260,000, Roadway Improvement Cost: $65,000, Total Project Cost: $390,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3537, Location: 2 MI NW OF SUMTER (Lat: 33.934975, Lng: -80.364483), Route carried "on" structure: State highway 55, Year Built: 1960, Year Reconstructed: 1967, Status: Posted for load, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 8,500 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 11,305 (year 2040), Design Load: H 10, Features Intersected: SHOT POUCH BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.582, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 0.0m, Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Very good, Operating Rating: 17.2 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: 13.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: High priority of replacement, Deck Geometry: Equal to 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: 2.06m (6.76ft), Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021, Bridge Improvement Cost: $260,000, Roadway Improvement Cost: $65,000, Total Project Cost: $390,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3543, Location: 4 MI NW OF SUMTER (Lat: 33.951108, Lng: -80.394281), Route carried "on" structure: State highway 1074, Year Built: 1984, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 8,000 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 10,000 (year 2040), Design Load: H 20, Features Intersected: GREEN SWAMP BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.208, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 43.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 33.4 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.25m (4.10ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: September 2021, Underwater Inspection Date: September 2021
Structure Number: 3543, Location: 4 MI NW OF SUMTER (Lat: 33.951108, Lng: -80.394281), Route carried "on" structure: State highway 1074, Year Built: 1984, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 8,000 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 10,000 (year 2040), Design Load: H 20, Features Intersected: GREEN SWAMP BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.208, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 43.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 33.4 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.25m (4.10ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: September 2021, Underwater Inspection Date: September 2021
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Structure Number: 4221, Location: TOWN OF SUMTER (Lat: 33.917622, Lng: -80.336219), Route carried "on" structure: US 15, Year Built: 2016, Status: Open, Structure Length: 26.12m (85.70ft), Average Daily Traffic: 13,600 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 9,384 (year 2040), Design Load: HL 93, Features Intersected: S-43-114/1269 & RR CSXT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.247, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 4, Length of Maximum Span: 47.2m (154.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 22.6m (74.1ft), Out-to-Out Width: 26.5m (86.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 32.4 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: 24.9 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 26.12m (85.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 4221, Location: TOWN OF SUMTER (Lat: 33.917622, Lng: -80.336219), Route carried "on" structure: US 15, Year Built: 2016, Status: Open, Structure Length: 26.12m (85.70ft), Average Daily Traffic: 13,600 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 9,384 (year 2040), Design Load: HL 93, Features Intersected: S-43-114/1269 & RR CSXT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.247, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 4, Length of Maximum Span: 47.2m (154.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 22.6m (74.1ft), Out-to-Out Width: 26.5m (86.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 32.4 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: 24.9 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 26.12m (85.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 4429, Location: TOWN OF SUMTER (Lat: 33.917444, Lng: -80.381625), Route carried "on" structure: State highway 120, Year Built: 1964, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 22,400 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 15,456 (year 2040), Design Load: HS 20, Features Intersected: SECOND MILL POND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.796, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 19.2m (63.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 64.2 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: 47.6 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.57m (14.99ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2020, Underwater Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 4429, Location: TOWN OF SUMTER (Lat: 33.917444, Lng: -80.381625), Route carried "on" structure: State highway 120, Year Built: 1964, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 22,400 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 15,456 (year 2040), Design Load: HS 20, Features Intersected: SECOND MILL POND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.796, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 19.2m (63.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 64.2 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: 47.6 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.57m (14.99ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2020, Underwater Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 4669, Location: 2 MI SW OF SUMTER (Lat: 33.908656, Lng: -80.381022), Route carried "on" structure: State highway 120, Year Built: 1965, Year Reconstructed: 1988, Status: Open, Structure Length: 3.93m (12.89ft), Average Daily Traffic: 19,300 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 13,317 (year 2040), Design Load: HS 20, Features Intersected: RR CSXT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.876, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 23.1m (75.8ft)
Condition: Deck: Good, 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: 36.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 4669, Location: 2 MI SW OF SUMTER (Lat: 33.908656, Lng: -80.381022), Route carried "on" structure: State highway 120, Year Built: 1965, Year Reconstructed: 1988, Status: Open, Structure Length: 3.93m (12.89ft), Average Daily Traffic: 19,300 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 13,317 (year 2040), Design Load: HS 20, Features Intersected: RR CSXT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.876, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 23.1m (75.8ft)
Condition: Deck: Good, 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: 36.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 4671, Location: 5 MI NW OF SUMTER (Lat: 33.971072, Lng: -80.401614), Route carried "on" structure: State highway 673, Year Built: 2007, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 5,400 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 7,182 (year 2040), Design Load: HS 25 or greater, Features Intersected: GREEN SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.806, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, 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: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 59.3 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: 45.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4671, Location: 5 MI NW OF SUMTER (Lat: 33.971072, Lng: -80.401614), Route carried "on" structure: State highway 673, Year Built: 2007, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 5,400 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 7,182 (year 2040), Design Load: HS 25 or greater, Features Intersected: GREEN SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.806, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, 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: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 59.3 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: 45.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5393, Location: 2 MI W OF SUMTER (Lat: 33.916814, Lng: -80.380944), Route carried "on" structure: County highway 4301, Year Built: 1968, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 225 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 288 (year 2040), Design Load: H 10, Features Intersected: GREEN SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.222, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 23.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 17.8 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: 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: 20.0 - 29.9% below), Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5393, Location: 2 MI W OF SUMTER (Lat: 33.916814, Lng: -80.380944), Route carried "on" structure: County highway 4301, Year Built: 1968, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 225 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 288 (year 2040), Design Load: H 10, Features Intersected: GREEN SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.222, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 23.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 17.8 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: 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: 20.0 - 29.9% below), Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5866, Location: 3 MI NW OF SUMTER (Lat: 33.937386, Lng: -80.395983), Route carried "on" structure: State highway 380, Year Built: 1970, Status: Posted for load, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 8,800 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 11,704 (year 2040), Design Load: H 10, Features Intersected: GREEN SWAMP BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.749, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), 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: Fair, 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: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Meets minimum limits, 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: 2.56m (8.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $324,000, Roadway Improvement Cost: $81,000, Total Project Cost: $486,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5866, Location: 3 MI NW OF SUMTER (Lat: 33.937386, Lng: -80.395983), Route carried "on" structure: State highway 380, Year Built: 1970, Status: Posted for load, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 8,800 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 11,704 (year 2040), Design Load: H 10, Features Intersected: GREEN SWAMP BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.749, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), 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: Fair, 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: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Meets minimum limits, 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: 2.56m (8.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $324,000, Roadway Improvement Cost: $81,000, Total Project Cost: $486,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5867, Location: TOWN OF SUMTER (Lat: 33.942708, Lng: -80.362869), Route carried "on" structure: State highway 601, Year Built: 2006, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 150 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 192 (year 2040), Design Load: HS 25 or greater, Features Intersected: SHOT POUCH BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.336, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, 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: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 56.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 43.4 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: Equal to present desirable 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: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5867, Location: TOWN OF SUMTER (Lat: 33.942708, Lng: -80.362869), Route carried "on" structure: State highway 601, Year Built: 2006, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 150 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 192 (year 2040), Design Load: HS 25 or greater, Features Intersected: SHOT POUCH BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.336, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, 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: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 56.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 43.4 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: Equal to present desirable 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: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6017, Location: 4 MI SW OF SUMTER (Lat: 33.878289, Lng: -80.391431), Route carried "on" structure: State highway 120, Year Built: 1971, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 6,400 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 8,512 (year 2040), Design Load: HS 20, Features Intersected: CANE SAVANNAH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.063, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 50.9 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: 36.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2020, Underwater Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6017, Location: 4 MI SW OF SUMTER (Lat: 33.878289, Lng: -80.391431), Route carried "on" structure: State highway 120, Year Built: 1971, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 6,400 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 8,512 (year 2040), Design Load: HS 20, Features Intersected: CANE SAVANNAH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.063, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 50.9 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: 36.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2020, Underwater Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6194, Location: TOWN OF SUMTER (Lat: 33.911819, Lng: -80.328822), Route carried "on" structure: State highway 101, Year Built: 2017, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 2,300 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 3,059 (year 2040), Design Load: HL 93, Features Intersected: TURKEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.529, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, 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: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 50.9 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: 39.2 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: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.74m (8.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 6194, Location: TOWN OF SUMTER (Lat: 33.911819, Lng: -80.328822), Route carried "on" structure: State highway 101, Year Built: 2017, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 2,300 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 3,059 (year 2040), Design Load: HL 93, Features Intersected: TURKEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.529, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, 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: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 50.9 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: 39.2 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: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.74m (8.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 6195, Location: TOWN OF SUMTER (Lat: 33.916175, Lng: -80.329278), Route carried "on" structure: State highway 114, Year Built: 1972, Status: Posted for load, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 1,400 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,792 (year 2040), Design Load: H 10, Features Intersected: TURKEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.763, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), 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: 9.6m (31.5ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 15.9 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: 12.0 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 desirable 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 12 months, Inspection Date: July 2021, Bridge Improvement Cost: $258,000, Roadway Improvement Cost: $65,000, Total Project Cost: $387,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6195, Location: TOWN OF SUMTER (Lat: 33.916175, Lng: -80.329278), Route carried "on" structure: State highway 114, Year Built: 1972, Status: Posted for load, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 1,400 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,792 (year 2040), Design Load: H 10, Features Intersected: TURKEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.763, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), 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: 9.6m (31.5ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 15.9 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: 12.0 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 desirable 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 12 months, Inspection Date: July 2021, Bridge Improvement Cost: $258,000, Roadway Improvement Cost: $65,000, Total Project Cost: $387,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6196, Location: 5 MI SW OF SUMTER (Lat: 33.878253, Lng: -80.404503), Route carried "on" structure: State highway 528, Year Built: 1972, Status: Posted for load, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 1,950 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 2,438 (year 2040), Design Load: H 10, Features Intersected: CANE SAVANNAH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.079, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), 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: 9.2m (30.2ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 3.57m (11.71ft), Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021, Bridge Improvement Cost: $360,000, Roadway Improvement Cost: $90,000, Total Project Cost: $540,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6196, Location: 5 MI SW OF SUMTER (Lat: 33.878253, Lng: -80.404503), Route carried "on" structure: State highway 528, Year Built: 1972, Status: Posted for load, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 1,950 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 2,438 (year 2040), Design Load: H 10, Features Intersected: CANE SAVANNAH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.079, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), 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: 9.2m (30.2ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 3.57m (11.71ft), Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021, Bridge Improvement Cost: $360,000, Roadway Improvement Cost: $90,000, Total Project Cost: $540,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6197, Location: 4 MI NW OF SUMTER (Lat: 33.947108, Lng: -80.403172), Route carried "on" structure: State highway 692, Year Built: 2008, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 5,700 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 7,125 (year 2040), Design Load: HL 93, Features Intersected: MUSH SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.613, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.9m (6.2ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 54.8 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: 39.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.13m (6.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6197, Location: 4 MI NW OF SUMTER (Lat: 33.947108, Lng: -80.403172), Route carried "on" structure: State highway 692, Year Built: 2008, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 5,700 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 7,125 (year 2040), Design Load: HL 93, Features Intersected: MUSH SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.613, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.9m (6.2ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 54.8 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: 39.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.13m (6.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6585, Location: 2 MI S OF SUMTER (Lat: 33.888108, Lng: -80.356844), Route carried "on" structure: State highway 522, Year Built: 1974, Status: Posted for load, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 3,900 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 4,875 (year 2040), Design Load: H 10, Features Intersected: GREEN SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.096, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 9, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 20.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 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: 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: 30.0 - 39.9% below), Length Of Structure Improvement: 4.11m (13.48ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2021, Underwater Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6585, Location: 2 MI S OF SUMTER (Lat: 33.888108, Lng: -80.356844), Route carried "on" structure: State highway 522, Year Built: 1974, Status: Posted for load, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 3,900 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 4,875 (year 2040), Design Load: H 10, Features Intersected: GREEN SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.096, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 9, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 20.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 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: 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: 30.0 - 39.9% below), Length Of Structure Improvement: 4.11m (13.48ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2021, Underwater Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6942, Location: 2 MI SW OF SUMTER (Lat: 33.907761, Lng: -80.365075), Route carried "on" structure: State highway 33, Year Built: 2003, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 9,100 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 11,375 (year 2040), Design Load: HS 25 or greater, Features Intersected: GREEN SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.053, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 19.2m (63.0ft), Out-to-Out Width: 22.3m (73.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, 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: 38.9 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.02m (13.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 6942, Location: 2 MI SW OF SUMTER (Lat: 33.907761, Lng: -80.365075), Route carried "on" structure: State highway 33, Year Built: 2003, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 9,100 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 11,375 (year 2040), Design Load: HS 25 or greater, Features Intersected: GREEN SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.053, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 19.2m (63.0ft), Out-to-Out Width: 22.3m (73.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, 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: 38.9 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.02m (13.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 704, Location: 1 MI NW OF SUMTER (Lat: 33.928511, Lng: -80.366094), Route carried "on" structure: US 521, Year Built: 1977, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 23,500 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 16,215 (year 2040), Design Load: H 20, Features Intersected: SHOT POUCH BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.367, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.8m (65.0ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 19.8m (65.0ft), Out-to-Out Width: 29.3m (96.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 71.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 55.1 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: Better than present minimum criteria, Waterway Adequacy: Better than present minimum 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: June 2020
Structure Number: 704, Location: 1 MI NW OF SUMTER (Lat: 33.928511, Lng: -80.366094), Route carried "on" structure: US 521, Year Built: 1977, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 23,500 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 16,215 (year 2040), Design Load: H 20, Features Intersected: SHOT POUCH BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.367, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.8m (65.0ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 19.8m (65.0ft), Out-to-Out Width: 29.3m (96.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 71.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 55.1 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: Better than present minimum criteria, Waterway Adequacy: Better than present minimum 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: June 2020
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Structure Number: 7519, Location: CITY OF SUMTER (Lat: 33.906067, Lng: -80.353900), Route carried "on" structure: US 521, Year Built: 1981, Status: Open, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 19,200 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 13,248 (year 2040), Design Load: HS 20, Features Intersected: RR CSXT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.598, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 61.2 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: 44.1 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.22m (20.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 7519, Location: CITY OF SUMTER (Lat: 33.906067, Lng: -80.353900), Route carried "on" structure: US 521, Year Built: 1981, Status: Open, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 19,200 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 13,248 (year 2040), Design Load: HS 20, Features Intersected: RR CSXT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.598, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 61.2 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: 44.1 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.22m (20.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 7954, Location: 6 MI N SUMTER (Lat: 34.012561, Lng: -80.356208), Route carried "on" structure: State highway 92, Year Built: 1985, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 1,200 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 1,752 (year 2040), Design Load: HS 20, Features Intersected: LEE SWAMP NO. 2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.520, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 40.5 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: 31.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.01m (6.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 7954, Location: 6 MI N SUMTER (Lat: 34.012561, Lng: -80.356208), Route carried "on" structure: State highway 92, Year Built: 1985, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 1,200 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 1,752 (year 2040), Design Load: HS 20, Features Intersected: LEE SWAMP NO. 2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.520, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 40.5 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: 31.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.01m (6.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 8399, Location: 2 MI NW OF SUMTER (Lat: 33.950756, Lng: -80.362761), Route carried "on" structure: State highway 269, Year Built: 1990, Status: Open, Structure Length: 10.12m (33.20ft), Average Daily Traffic: 4,100 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 5,453 (year 2040), Design Load: HS 20+Mod, Features Intersected: US76/378&S-43-1428,1429
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.011, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Operating Rating: 62.9 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: 48.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.12m (33.20ft), Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 8399, Location: 2 MI NW OF SUMTER (Lat: 33.950756, Lng: -80.362761), Route carried "on" structure: State highway 269, Year Built: 1990, Status: Open, Structure Length: 10.12m (33.20ft), Average Daily Traffic: 4,100 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 5,453 (year 2040), Design Load: HS 20+Mod, Features Intersected: US76/378&S-43-1428,1429
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.011, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Operating Rating: 62.9 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: 48.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.12m (33.20ft), Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 84, Location: 6 MI NW OF SUMTER (Lat: 33.985956, Lng: -80.414825), Route carried "on" structure: State highway 1322, Year Built: 1990, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 150 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 192 (year 2040), Design Load: HS 20, Features Intersected: GREEN SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.866, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 27.2 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: 18.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 84, Location: 6 MI NW OF SUMTER (Lat: 33.985956, Lng: -80.414825), Route carried "on" structure: State highway 1322, Year Built: 1990, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 150 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 192 (year 2040), Design Load: HS 20, Features Intersected: GREEN SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.866, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 27.2 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: 18.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 8697, Location: 2 MI W OF SUMTER (Lat: 33.914375, Lng: -80.370472), Route carried "on" structure: State highway 227, Year Built: 1993, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 2,300 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 2,875 (year 2040), Design Load: HS 20, Features Intersected: GREEN SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.077, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 17.5 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: 12.0 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.90m (9.51ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2021, Underwater Inspection Date: September 2021, Bridge Improvement Cost: $82,000, Roadway Improvement Cost: $21,000, Total Project Cost: $123,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 8697, Location: 2 MI W OF SUMTER (Lat: 33.914375, Lng: -80.370472), Route carried "on" structure: State highway 227, Year Built: 1993, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 2,300 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 2,875 (year 2040), Design Load: HS 20, Features Intersected: GREEN SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.077, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 17.5 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: 12.0 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.90m (9.51ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2021, Underwater Inspection Date: September 2021, Bridge Improvement Cost: $82,000, Roadway Improvement Cost: $21,000, Total Project Cost: $123,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 8798, Location: 2 MI W OF SUMTER (Lat: 33.916800, Lng: -80.380947), Route carried "on" structure: County highway 4301, Year Built: 1994, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 225 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 288 (year 2040), Design Load: HS 20, Features Intersected: GREEN SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.253, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Channel: Very good, Culverts: Satisfactory, 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: 35.6 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.76m (2.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
Structure Number: 8798, Location: 2 MI W OF SUMTER (Lat: 33.916800, Lng: -80.380947), Route carried "on" structure: County highway 4301, Year Built: 1994, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 225 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 288 (year 2040), Design Load: HS 20, Features Intersected: GREEN SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.253, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Channel: Very good, Culverts: Satisfactory, 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: 35.6 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.76m (2.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
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Structure Number: 9094, Location: 6 MI N SUMTER (Lat: 34.013047, Lng: -80.332236), Route carried "on" structure: State highway 105, Year Built: 1996, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 700 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 1,848 (year 2040), Design Load: HS 25 or greater, Features Intersected: ROCKY BLUFF SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.355, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 56.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 43.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: 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 minimum criteria, Length Of Structure Improvement: 3.90m (12.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 9094, Location: 6 MI N SUMTER (Lat: 34.013047, Lng: -80.332236), Route carried "on" structure: State highway 105, Year Built: 1996, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 700 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 1,848 (year 2040), Design Load: HS 25 or greater, Features Intersected: ROCKY BLUFF SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.355, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 56.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 43.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: 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 minimum criteria, Length Of Structure Improvement: 3.90m (12.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 9282, Location: 3 MI SW OF SUMTER (Lat: 33.878903, Lng: -80.366100), Route carried "on" structure: State highway 25, Year Built: 1997, Status: Open, Structure Length: 7.01m (23.00ft), Average Daily Traffic: 6,200 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 7,750 (year 2040), Design Load: HS 25 or greater, Features Intersected: CANE SAVANNAH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.150, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, 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: 40.8 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.28m (23.88ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2021, Underwater Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 9282, Location: 3 MI SW OF SUMTER (Lat: 33.878903, Lng: -80.366100), Route carried "on" structure: State highway 25, Year Built: 1997, Status: Open, Structure Length: 7.01m (23.00ft), Average Daily Traffic: 6,200 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 7,750 (year 2040), Design Load: HS 25 or greater, Features Intersected: CANE SAVANNAH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.150, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, 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: 40.8 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.28m (23.88ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2021, Underwater Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 9283, Location: 5 MI NW OF SUMTER (Lat: 33.947919, Lng: -80.420914), Route carried "on" structure: State highway 204, Year Built: 1997, Status: Open, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 4,000 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 5,000 (year 2040), Design Load: HS 25 or greater, Features Intersected: BLUFFHEAD BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.801, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 59.9 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: 46.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.41m (7.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 9283, Location: 5 MI NW OF SUMTER (Lat: 33.947919, Lng: -80.420914), Route carried "on" structure: State highway 204, Year Built: 1997, Status: Open, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 4,000 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 5,000 (year 2040), Design Load: HS 25 or greater, Features Intersected: BLUFFHEAD BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.801, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 59.9 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: 46.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.41m (7.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete