Bridge Statistics for Pageland, South Carolina (SC)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 17Number of bridges
- 95ft / 28.6mTotal length
- $694,000Total costs
- 16,375Total average daily traffic
- 2,236Total average daily truck traffic
- 25,171Total future (year 2040) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Pageland
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 11940-1949
- 11950-1959
- 51960-1969
- 11970-1979
- 41980-1989
- 11990-1999
- 12000-2009
- 22010-2019
- Bridge Condition - Deck
- 6.7%Excellent
- 20.0%Very good
- 13.3%Good
- 53.3%Satisfactory
- 6.7%Fair
- Bridge Condition - Superstructure
- 6.7%Excellent
- 20.0%Very good
- 13.3%Good
- 53.3%Satisfactory
- 6.7%Fair
- Bridge Condition - Substructure
- 6.7%Excellent
- 20.0%Very good
- 13.3%Good
- 33.3%Satisfactory
- 13.3%Fair
- 6.7%Poor
- 6.7%Serious
- Bridge Condition - Channel
- 5.9%Very good
- 35.3%Good
- 41.2%Satisfactory
- 17.6%Fair
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Structure Number: 499, Location: 4.1 MI S OF PAGELAND (Lat: 34.713503, Lng: -80.392044), Route carried "on" structure: State highway 151, Year Built: 1931, Year Reconstructed: 1997, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 6,600 (year 2020), Truck Traffic: 21%, Average Future Daily Traffic: 11,484 (year 2040), Design Load: H 15, Features Intersected: FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.127, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 45.7m (149.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 81.0 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: 62.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.32m (4.33ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $71,000, Roadway Improvement Cost: $18,000, Total Project Cost: $107,000 ( Estimate for 2021)
Structure Number: 499, Location: 4.1 MI S OF PAGELAND (Lat: 34.713503, Lng: -80.392044), Route carried "on" structure: State highway 151, Year Built: 1931, Year Reconstructed: 1997, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 6,600 (year 2020), Truck Traffic: 21%, Average Future Daily Traffic: 11,484 (year 2040), Design Load: H 15, Features Intersected: FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.127, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 45.7m (149.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 81.0 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: 62.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.32m (4.33ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $71,000, Roadway Improvement Cost: $18,000, Total Project Cost: $107,000 ( Estimate for 2021)
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Structure Number: 1355, Location: 2.6 MI W OF PAGELAND (Lat: 34.789211, Lng: -80.417914), Route carried "on" structure: State highway 207, Year Built: 1947, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,000 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,460 (year 2040), Design Load: H 15, Features Intersected: HILLS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.941, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), 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: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Channel: Satisfactory, Culverts: Good, 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 corrective action, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.42m (4.66ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $46,000, Roadway Improvement Cost: $12,000, Total Project Cost: $69,000 ( Estimate for 2021)
Structure Number: 1355, Location: 2.6 MI W OF PAGELAND (Lat: 34.789211, Lng: -80.417914), Route carried "on" structure: State highway 207, Year Built: 1947, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,000 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,460 (year 2040), Design Load: H 15, Features Intersected: HILLS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.941, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), 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: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Channel: Satisfactory, Culverts: Good, 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 corrective action, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.42m (4.66ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $46,000, Roadway Improvement Cost: $12,000, Total Project Cost: $69,000 ( Estimate for 2021)
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Structure Number: 2927, Location: 3 MI W PAGELAND (Lat: 34.778078, Lng: -80.443617), Route carried "on" structure: State highway 107, Year Built: 1959, Status: Posted for load, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 475 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 694 (year 2040), Design Load: H 10, Features Intersected: HILLS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.286, 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: 3, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 17.8 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: 13.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2927, Location: 3 MI W PAGELAND (Lat: 34.778078, Lng: -80.443617), Route carried "on" structure: State highway 107, Year Built: 1959, Status: Posted for load, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 475 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 694 (year 2040), Design Load: H 10, Features Intersected: HILLS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.286, 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: 3, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 17.8 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: 13.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4285, Location: 2 MI N PAGELAND (Lat: 34.788103, Lng: -80.419428), Route carried "on" structure: State highway 134, Year Built: 1964, Year Reconstructed: 1996, Status: Posted for load, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 1,550 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 2,263 (year 2040), Design Load: H 10, Features Intersected: HILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.607, 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: 4.6m (15.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 19.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 14.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4285, Location: 2 MI N PAGELAND (Lat: 34.788103, Lng: -80.419428), Route carried "on" structure: State highway 134, Year Built: 1964, Year Reconstructed: 1996, Status: Posted for load, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 1,550 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 2,263 (year 2040), Design Load: H 10, Features Intersected: HILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.607, 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: 4.6m (15.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 19.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 14.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 429, Location: 1.5 MI S PAGELAND (Lat: 34.753422, Lng: -80.397258), Route carried "on" structure: State highway 513, Year Built: 1964, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 475 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 608 (year 2040), Design Load: H 10, Features Intersected: BIG BLACK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.154, 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: 4, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 19.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 15.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 429, Location: 1.5 MI S PAGELAND (Lat: 34.753422, Lng: -80.397258), Route carried "on" structure: State highway 513, Year Built: 1964, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 475 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 608 (year 2040), Design Load: H 10, Features Intersected: BIG BLACK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.154, 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: 4, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 19.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 15.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4978, Location: 4.3 MI NW PAGELAND (Lat: 34.799300, Lng: -80.457706), Route carried "on" structure: State highway 531, Year Built: 1967, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 125 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 160 (year 2041), Design Load: H 10, Features Intersected: TRIB OF HILLS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.272, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Serious, Channel: Satisfactory, Operating Rating: 19.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 14.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: High priority of corrective action, 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: 30.0 - 39.9% below), Length Of Structure Improvement: 2.06m (6.76ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Bridge Improvement Cost: $164,000, Roadway Improvement Cost: $41,000, Total Project Cost: $246,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4978, Location: 4.3 MI NW PAGELAND (Lat: 34.799300, Lng: -80.457706), Route carried "on" structure: State highway 531, Year Built: 1967, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 125 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 160 (year 2041), Design Load: H 10, Features Intersected: TRIB OF HILLS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.272, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Serious, Channel: Satisfactory, Operating Rating: 19.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 14.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: High priority of corrective action, 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: 30.0 - 39.9% below), Length Of Structure Improvement: 2.06m (6.76ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Bridge Improvement Cost: $164,000, Roadway Improvement Cost: $41,000, Total Project Cost: $246,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4979, Location: 3.7 MI NW PAGELAND (Lat: 34.801064, Lng: -80.441125), Route carried "on" structure: State highway 579, Year Built: 1967, Status: Posted for load, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 175 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 224 (year 2041), Design Load: H 10, Features Intersected: UNNAMED STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.534, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 19.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4979, Location: 3.7 MI NW PAGELAND (Lat: 34.801064, Lng: -80.441125), Route carried "on" structure: State highway 579, Year Built: 1967, Status: Posted for load, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 175 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 224 (year 2041), Design Load: H 10, Features Intersected: UNNAMED STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.534, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 19.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5489, Location: 4.8 MI N JEFFERSON (Lat: 34.712564, Lng: -80.431858), Route carried "on" structure: State highway 41, Year Built: 1969, Status: Posted for load, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 300 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 384 (year 2040), Design Load: H 10, Features Intersected: LITTLE FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.596, 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: 3, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 19.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 14.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, 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: 2.06m (6.76ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Bridge Improvement Cost: $181,000, Roadway Improvement Cost: $45,000, Total Project Cost: $272,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5489, Location: 4.8 MI N JEFFERSON (Lat: 34.712564, Lng: -80.431858), Route carried "on" structure: State highway 41, Year Built: 1969, Status: Posted for load, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 300 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 384 (year 2040), Design Load: H 10, Features Intersected: LITTLE FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.596, 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: 3, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 19.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 14.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, 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: 2.06m (6.76ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Bridge Improvement Cost: $181,000, Roadway Improvement Cost: $45,000, Total Project Cost: $272,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5911, Location: 4 MI NE PAGELAND (Lat: 34.791519, Lng: -80.328756), Route carried "on" structure: State highway 681, Year Built: 2018, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 125 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 160 (year 2040), Design Load: HS 20, Features Intersected: THOMPSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.353, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 67.4 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: 51.8 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: Superior to present desirable 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: 2.13m (6.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 5911, Location: 4 MI NE PAGELAND (Lat: 34.791519, Lng: -80.328756), Route carried "on" structure: State highway 681, Year Built: 2018, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 125 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 160 (year 2040), Design Load: HS 20, Features Intersected: THOMPSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.353, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 67.4 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: 51.8 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: Superior to present desirable 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: 2.13m (6.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 5912, Location: 3.9 MI S PAGELAND (Lat: 34.713964, Lng: -80.390114), Route carried "on" structure: State highway 683, Year Built: 2007, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 275 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 352 (year 2040), Design Load: HS 20, Features Intersected: FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.169, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), 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: Good, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 55.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5912, Location: 3.9 MI S PAGELAND (Lat: 34.713964, Lng: -80.390114), Route carried "on" structure: State highway 683, Year Built: 2007, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 275 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 352 (year 2040), Design Load: HS 20, Features Intersected: FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.169, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), 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: Good, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 55.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5913, Location: 4 MI SE PAGELAND (Lat: 34.726281, Lng: -80.351408), Route carried "on" structure: State highway 683, Year Built: 2010, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 275 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 352 (year 2040), Design Load: HS 20, Features Intersected: BIG BLACK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.046, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 55.4 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: 42.8 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: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.88m (16.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5913, Location: 4 MI SE PAGELAND (Lat: 34.726281, Lng: -80.351408), Route carried "on" structure: State highway 683, Year Built: 2010, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 275 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 352 (year 2040), Design Load: HS 20, Features Intersected: BIG BLACK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.046, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 55.4 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: 42.8 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: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.88m (16.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 664, Location: 2MI N PAGELAND (Lat: 34.798211, Lng: -80.374103), Route carried "on" structure: State highway 768, Year Built: 1975, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 125 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 160 (year 2041), Design Load: H 10, Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.010, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 19.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 14.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2021, Underwater Inspection Date: December 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 664, Location: 2MI N PAGELAND (Lat: 34.798211, Lng: -80.374103), Route carried "on" structure: State highway 768, Year Built: 1975, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 125 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 160 (year 2041), Design Load: H 10, Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.010, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 19.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 14.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2021, Underwater Inspection Date: December 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7341, Location: 4.3 MI E PAGELAND (Lat: 34.760778, Lng: -80.317192), Route carried "on" structure: State highway 843, Year Built: 1980, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 1,150 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,472 (year 2040), Design Load: H 15, Features Intersected: BR THOMPSON CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.969, 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: 4, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: 21.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 7341, Location: 4.3 MI E PAGELAND (Lat: 34.760778, Lng: -80.317192), Route carried "on" structure: State highway 843, Year Built: 1980, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 1,150 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,472 (year 2040), Design Load: H 15, Features Intersected: BR THOMPSON CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.969, 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: 4, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: 21.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 755, Location: 5 MI N JEFFERSON (Lat: 34.717289, Lng: -80.429344), Route carried "on" structure: State highway 40, Year Built: 1982, Status: Posted for load, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 500 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 730 (year 2040), Design Load: H 15, Features Intersected: PHYLISS BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.188, 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: 3, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 28.2 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: 21.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 755, Location: 5 MI N JEFFERSON (Lat: 34.717289, Lng: -80.429344), Route carried "on" structure: State highway 40, Year Built: 1982, Status: Posted for load, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 500 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 730 (year 2040), Design Load: H 15, Features Intersected: PHYLISS BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.188, 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: 3, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 28.2 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: 21.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7664, Location: 2 MI SE PAGELAND (Lat: 34.747808, Lng: -80.373397), Route carried "on" structure: State highway 54, Year Built: 1983, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 1,500 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 2,190 (year 2040), Design Load: H 15, Features Intersected: BR OF BIG BLACK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.580, 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: 3, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 27.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 21.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 7664, Location: 2 MI SE PAGELAND (Lat: 34.747808, Lng: -80.373397), Route carried "on" structure: State highway 54, Year Built: 1983, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 1,500 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 2,190 (year 2040), Design Load: H 15, Features Intersected: BR OF BIG BLACK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.580, 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: 3, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 27.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 21.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 7767, Location: 3.5 MI SE PAGELAND (Lat: 34.734017, Lng: -80.357608), Route carried "on" structure: State highway 54, Year Built: 1984, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 1,500 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 2,190 (year 2040), Design Load: H 15, Features Intersected: CAT TAIL BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.915, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 27.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 21.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 7767, Location: 3.5 MI SE PAGELAND (Lat: 34.734017, Lng: -80.357608), Route carried "on" structure: State highway 54, Year Built: 1984, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 1,500 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 2,190 (year 2040), Design Load: H 15, Features Intersected: CAT TAIL BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.915, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 27.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 21.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 8729, Location: 4 MI NW PAGELAND (Lat: 34.786517, Lng: -80.453408), Route carried "on" structure: State highway 106, Year Built: 1994, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 225 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 288 (year 2040), Design Load: HS 20, Features Intersected: HILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.099, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to 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: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 8729, Location: 4 MI NW PAGELAND (Lat: 34.786517, Lng: -80.453408), Route carried "on" structure: State highway 106, Year Built: 1994, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 225 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 288 (year 2040), Design Load: HS 20, Features Intersected: HILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.099, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to 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: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous