Bridge Statistics for Myrtle Beach, South Carolina (SC)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

Find on map >>   Show street view

Structure Number: 39,  Location: 11.5 MI N OF LANCASTER (Lat: 34.908992,  Lng: -80.811647),  Route carried "on" structure: US 521,  Year Built: 1900,  Year Reconstructed: 1962,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 9,050 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 12,127 (year 2040),  Design Load: H 15,  Features Intersected: RR CSXT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 58.078,  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: 3,  Number Of Approach Spans: 1,  Length of Maximum Span: 11.3m (37.1ft),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 26.6 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: 20.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  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: 4.85m (15.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $614,000,  Roadway Improvement Cost: $154,000,  Total Project Cost: $921,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 333,  Location: CITY OF CHESTER (Lat: 34.698000,  Lng: -81.226978),  Route carried "on" structure: State highway 276,  Year Built: 1929,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 1,100 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,551 (year 2040),  Design Load: H 20,  Features Intersected: TAN YARD BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.185,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  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: 14.6m (47.9ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 30.8 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: 23.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.82m (2.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021

Find on map >>   Show street view

Structure Number: 734,  Location: IN MYRTLE BEACH (Lat: 33.662156,  Lng: -78.922722),  Route carried "on" structure: Business US 17,  Year Built: 1936,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 24,600 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 30,750 (year 2040),  Design Load: H 15,  Features Intersected: MIDWAY SWASH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.924,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 34.1m (111.9ft),  Out-to-Out Width: 34.1m (111.9ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 24.3 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: 18.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.63m (2.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020

Find on map >>   Show street view

Structure Number: 1495,  Location: TOWN OF MYRTLE BEACH (Lat: 33.683817,  Lng: -78.892631),  Route carried "on" structure: Business US 17,  Year Built: 1948,  Year Reconstructed: 1977,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 24,600 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 30,750 (year 2040),  Design Load: H 15,  Features Intersected: WITHERS SWASH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.514,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 20 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: 20.7m (67.9ft),  Out-to-Out Width: 30.5m (100.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 79.4 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: 61.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.40m (4.59ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2020,  Underwater Inspection Date: October 2021

Find on map >>   Show street view

Structure Number: 333,  Location: TOWN OF MYRTLE BEACH (Lat: 33.690819,  Lng: -78.893433),  Route carried "on" structure: State highway 15,  Year Built: 2018,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 7,400 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 9,028 (year 2040),  Design Load: HL 93,  Features Intersected: WITHERS SWASH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.927,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: 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: 33.0 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: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Superior to present desirable 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: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 3899,  Location: CITY OF MYRTLE BEACH (Lat: 33.659806,  Lng: -78.917758),  Route carried "on" structure: County highway 73,  Year Built: 1962,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 6,000 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 7,320 (year 2040),  Design Load: H 20,  Features Intersected: MIDWAY SWASH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.012,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  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: 21.9m (71.9ft),  Out-to-Out Width: 36.1m (118.4ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 37.3 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: 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.70m (2.30ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: December 2021,  Underwater Inspection Date: October 2021

Find on map >>   Show street view

Structure Number: 39,  Location: CITY OF MYRTLE BEACH (Lat: 33.681047,  Lng: -78.891333),  Route carried "on" structure: County highway 73,  Year Built: 2000,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 11,400 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 13,908 (year 2040),  Design Load: HS 20,  Features Intersected: WITHERS SWASH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.419,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 18.7m (61.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Very good,  Channel: Very good,  Operating Rating: 68.7 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: 53.1 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: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.43m (7.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $79,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $119,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 4147,  Location: 3.0 MI W OF MYRTLE BEACH (Lat: 33.714250,  Lng: -78.922033),  Route carried "on" structure: US 501,  Year Built: 1963,  Status: Open,  Structure Length: 20.12m (66.01ft),  Average Daily Traffic: 57,000 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 71,250 (year 2040),  Design Load: HS 20,  Features Intersected: INTERCOASTAL WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 49.791,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 20 degrees,  Navigation Control: Yes ( Vertical Clearance: 19.8m (65.0ft), Horizontal Clearance: 27.4m (89.9ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 6,  Length of Maximum Span: 42.7m (140.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 18.7m (61.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Very good,  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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 20.12m (66.01ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: November 2020,  Underwater Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 4813,  Location: 5TH AVE MYRTLE BEACH (Lat: 33.685183,  Lng: -78.897411),  Route carried "on" structure: State highway 351,  Year Built: 1966,  Status: Posted for load,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 1,150 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,472 (year 2041),  Design Load: H 10,  Features Intersected: MYRTLE SWASH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.401,  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: 2,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Very good,  Operating Rating: 19.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 14.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 1.55m (5.09ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $157,000,  Roadway Improvement Cost: $39,000,  Total Project Cost: $236,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 6509,  Location: 7.0MI NE OF MYRTLE BEACH (Lat: 33.767444,  Lng: -78.805142),  Route carried "on" structure: US 17,  Year Built: 1974,  Status: Open,  Structure Length: 9.24m (30.31ft),  Average Daily Traffic: 26,600 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 33,250 (year 2040),  Design Load: HS 20,  Features Intersected: U.S. 17 BUS.
Minimum Vertical Clearance: 5.72m (18.77ft),  Kilometerpoint: 31.495,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 24 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 31.4m (103.0ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 20.5m (67.3ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 36.3 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: 27.9 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: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.33m (33.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 651,  Location: 2.0MI NW OF MYRTLE BEACH (Lat: 33.709044,  Lng: -78.914017),  Route carried "on" structure: US 17,  Year Built: 1974,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 11.28m (37.01ft),  Average Daily Traffic: 36,100 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 45,125 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: U.S. 501
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.344,  Lanes on structure: 8,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 23 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 35.5m (116.5ft),  Out-to-Out Width: 36.5m (119.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 50.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 38.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.28m (37.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 9654,  Location: IN MYRTLE BEACH (Lat: 33.718333,  Lng: -78.886667),  Route carried "on" structure: US 17,  Year Built: 1992,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 18,050 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 22,563 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: BROADWAY CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.203,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 23 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: 30.5m (100.1ft),  Out-to-Out Width: 32.5m (106.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 48.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 37.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.74m (8.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 978,  Location: 9.6 MI NE SOCASTEE (Lat: 33.750833,  Lng: -78.868611),  Route carried "on" structure: State highway 31,  Year Built: 2002,  Status: Open,  Structure Length: 6.23m (20.44ft),  Average Daily Traffic: 13,300 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 38,437 (year 2040),  Design Load: HS 20,  Features Intersected: L-1244/RIVER OAKS DR
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 23.794,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 13 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.1m (102.0ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 73.9 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: 52.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.23m (20.44ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 9781,  Location: 9.6 MI NE SOCASTEE (Lat: 33.750653,  Lng: -78.868500),  Route carried "on" structure: State highway 31,  Year Built: 2002,  Status: Open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 13,300 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 38,437 (year 2040),  Design Load: HS 20,  Features Intersected: L-1244/RIVER OAKS DR
Minimum Vertical Clearance: 5.59m (18.34ft),  Kilometerpoint: 23.838,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 13 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.9m (107.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: 52.8 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: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.40m (21.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 9796,  Location: IN MYRTLE BEACH (Lat: 33.739325,  Lng: -78.850208),  Route carried "on" structure: State highway 1315,  Year Built: 2002,  Status: Open,  Structure Length: 5.03m (16.50ft),  Average Daily Traffic: 10,950 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 13,688 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: US 17
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.186,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.3m (83.0ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 67.1 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: 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: Equal to present desirable 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: 5.03m (16.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 9797,  Location: IN MYRTLE BEACH (Lat: 33.739258,  Lng: -78.850414),  Route carried "on" structure: State highway 1315,  Year Built: 2002,  Status: Open,  Structure Length: 5.03m (16.50ft),  Average Daily Traffic: 10,950 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 13,688 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: US 17
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.186,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.3m (83.0ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 67.1 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: 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: Equal to present desirable 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: 5.03m (16.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 9798,  Location: IN MYRTLE BEACH (Lat: 33.747614,  Lng: -78.847731),  Route carried "on" structure: State highway 1315,  Year Built: 2002,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 39,000 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 48,750 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: GRISSOM PARKWAY TUNNEL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.213,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 42.9m (140.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 89.7 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: 69.0 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.28m (4.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 9799,  Location: 0.3 MI N. MYRTLE BEACH (Lat: 33.754053,  Lng: -78.852575),  Route carried "on" structure: State highway 1315,  Year Built: 2002,  Status: Open,  Structure Length: 6.52m (21.39ft),  Average Daily Traffic: 39,000 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 48,750 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: SC 31
Minimum Vertical Clearance: 5.64m (18.50ft),  Kilometerpoint: 10.985,  Lanes on structure: 5,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.5m (80.4ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.6m (107.0ft),  Curb-To-Curb Width: 25.1m (82.3ft),  Out-to-Out Width: 26.1m (85.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 31.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.52m (21.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 9877,  Location: 5 N. OF MYRTLE BEACH (Lat: 33.720417,  Lng: -78.930000),  Route carried "on" structure: US 501,  Year Built: 2004,  Status: Open,  Structure Length: 10.20m (33.46ft),  Average Daily Traffic: 28,500 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 35,625 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: GEORGE BISHOP RD
Minimum Vertical Clearance: 6.12m (20.08ft),  Kilometerpoint: 48.840,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 34.1m (111.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  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: 37.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.20m (33.46ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 9878,  Location: 5 N. OF MYRTLE BEACH (Lat: 33.720222,  Lng: -78.930250),  Route carried "on" structure: US 501,  Year Built: 2004,  Status: Open,  Structure Length: 10.20m (33.46ft),  Average Daily Traffic: 28,500 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 35,625 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: GEORGE BISHOP RD
Minimum Vertical Clearance: 5.89m (19.32ft),  Kilometerpoint: 48.840,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 34.1m (111.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  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: 37.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.20m (33.46ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Other Special Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 9973,  Location: MYRTLE BEACH (Lat: 33.803000,  Lng: -78.741433),  Route carried "on" structure: County highway 834,  Year Built: 1938,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 18.23m (59.81ft),  Average Daily Traffic: 5,400 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,914 (year 2041),  Design Load: H 15,  Features Intersected: INTRACOASTAL WATERWAY
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 0.520,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Navigation Control: Yes ( Vertical Clearance: 32.3m (106.0ft), Horizontal Clearance: 9.1m (29.9ft)),  Material/Design: Steel continuous,  Design/Construction: Movable - Swing,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 4,  Length of Maximum Span: 100.0m (328.1ft),  Curb-To-Curb Width: 8.9m (29.2ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Very good,  Operating Rating: 22.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 17.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Length Of Structure Improvement: 18.23m (59.81ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: December 2021,  Critical Feature Inspection Date: November 2021,  Underwater Inspection Date: September 2021,  Deck Structure Type: Closed Grating,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 9996,  Location: IN MYRTLE BEACH (Lat: 33.752322,  Lng: -78.851203),  Route carried "on" structure: State highway 1315,  Year Built: 2002,  Status: Open,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 39,000 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 48,750 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: L-6311
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.815,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.9m (107.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 31.4m (103.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 65.4 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: 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: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.16m (13.65ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $295,000,  Roadway Improvement Cost: $74,000,  Total Project Cost: $443,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 9997,  Location: IN MYRTLE BEACH (Lat: 33.752450,  Lng: -78.850906),  Route carried "on" structure: Ramp State highway 1315,  Year Built: 2002,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 10,200 (year 2015),  Average Future Daily Traffic: 16,830 (year 2035),  Design Load: HS 25 or greater,  Features Intersected: FRONTAGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.750,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 13 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 15.9m (52.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very 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: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable 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: 3.35m (10.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 10016,  Location: MYRTLE BEACH (Lat: 33.749756,  Lng: -78.849058),  Route carried "on" structure: State highway 1315,  Year Built: 2002,  Status: Open,  Structure Length: 18.29m (60.01ft),  Average Daily Traffic: 39,000 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 48,750 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: ICWW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.385,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 30 degrees,  Navigation Control: Yes ( Vertical Clearance: 19.8m (65.0ft), Horizontal Clearance: 33.5m (109.9ft)),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 45.7m (149.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.7m (12.1ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 30.1m (98.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 47.0 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: 20.7 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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 18.29m (60.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 10058,  Location: CAROLINA FOREST BLVD (Lat: 33.758156,  Lng: -78.916203),  Route carried "on" structure: County highway 1895,  Year Built: 1995,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 4,400 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 5,368 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: UNNAMED CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.275,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: 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: 35.3 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,  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: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 10101,  Location: MYRTLE BEACH CITY LIMIT (Lat: 33.684428,  Lng: -78.959897),  Route carried "on" structure: US 17,  Year Built: 2017,  Status: Open,  Structure Length: 37.98m (124.61ft),  Average Daily Traffic: 20,300 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 25,375 (year 2040),  Design Load: HL 93,  Features Intersected: SC 707/L-2907
Minimum Vertical Clearance: 0.00m,  Kilometerpoint: 14.077,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 5,  Length of Maximum Span: 91.4m (299.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 22.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 17.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Underclear: 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: 37.98m (124.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 10102,  Location: MYRTLE BEACH CITY LIMIT (Lat: 33.684544,  Lng: -78.960047),  Route carried "on" structure: US 17,  Year Built: 2017,  Status: Open,  Structure Length: 37.98m (124.61ft),  Average Daily Traffic: 20,300 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 25,375 (year 2040),  Design Load: HL 93,  Features Intersected: SC 707/L-2907
Minimum Vertical Clearance: 0.00m,  Kilometerpoint: 14.077,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 91.4m (299.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 22.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 17.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 37.98m (124.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $4,805,000,  Roadway Improvement Cost: $1,201,000,  Total Project Cost: $7,208,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 10106,  Location: MYRTLE BEACH (Lat: 33.703478,  Lng: -78.930844),  Route carried "on" structure: State highway 1244,  Year Built: 2001,  Status: Open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 22,600 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 27,572 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: US 17
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 10.960,  Lanes on structure: 6,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.0m (105.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 29.0m (95.1ft),  Out-to-Out Width: 29.9m (98.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 37.3 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: 10.4 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: High priority of corrective action,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.39m (24.25ft),  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

Find on map >>   Show street view

Structure Number: 10107,  Location: MYRTLE BEACH (Lat: 33.705803,  Lng: -78.935125),  Route carried "on" structure: State highway 1244,  Year Built: 2010,  Status: Open,  Structure Length: 54.86m (179.99ft),  Average Daily Traffic: 22,600 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 27,572 (year 2040),  Design Load: HL 93,  Features Intersected: ICWW & L-3658
Minimum Vertical Clearance: 9.42m (30.91ft),  Kilometerpoint: 10.279,  Lanes on structure: 5,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 22.7m (74.5ft),  Navigation Control: Yes ( Vertical Clearance: 19.8m (65.0ft), Horizontal Clearance: 36.6m (120.1ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 9,  Length of Maximum Span: 100.6m (330.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 27.6m (90.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 46.0 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: 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 54.86m (179.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 10203,  Location: MYRTLE BEACH (Lat: 33.834031,  Lng: -78.684283),  Route carried "on" structure: Ramp State highway 31,  Year Built: 2010,  Status: Open,  Structure Length: 30.78m (100.98ft),  Average Daily Traffic: 22,900 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 27,938 (year 2040),  Design Load: HL 93,  Features Intersected: INTERCOASTAL WATERWAY
Minimum Vertical Clearance: 0.00m,  Kilometerpoint: 0.592,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 20 degrees,  Navigation Control: Yes ( Vertical Clearance: 19.8m (65.0ft), Horizontal Clearance: 33.5m (109.9ft)),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 5,  Length of Maximum Span: 70.1m (230.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.4m (11.2ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 23.2m (76.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 45.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 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: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 30.78m (100.98ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 2020,  Underwater Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

Find on map >>   Show street view

Structure Number: 6509,  Location: 7.0MI NE OF MYRTLE BEACH (Lat: 33.767444,  Lng: -78.805142),  Route carried "under" structure: Business US 17,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 20,600 (year 2020),  Truck Traffic: 2%,  Features Intersected: U.S. 17 BUS.
Minimum Vertical Clearance: 5.72m (18.77ft),  Kilometerpoint: 29.998,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.4m (103.0ft)

Find on map >>   Show street view

Structure Number: 651,  Location: 2.0MI NW OF MYRTLE BEACH (Lat: 33.709044,  Lng: -78.914017),  Route carried "under" structure: US 501,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 57,000 (year 2020),  Truck Traffic: 11%,  Features Intersected: U.S. 501,  Facility Carried by Structure: US 17
Minimum Vertical Clearance: 6.99m (22.93ft),  Kilometerpoint: 50.743,  Lanes on structure: 8,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

Find on map >>   Show street view

Structure Number: 978,  Location: 9.6 MI NE SOCASTEE (Lat: 33.750833,  Lng: -78.868611),  Route carried "under" structure: County highway 1244,  Year Built: 2002,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 2020),  Truck Traffic: 8%,  Features Intersected: L-1244/RIVER OAKS DR,  Facility Carried by Structure: SC 31 SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.423,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.1m (102.0ft)

Find on map >>   Show street view

Structure Number: 9781,  Location: 9.6 MI NE SOCASTEE (Lat: 33.750653,  Lng: -78.868500),  Route carried "under" structure: County highway 1244,  Year Built: 2002,  Structure Length: 0. m,  Average Daily Traffic: 6,950 (year 2020),  Truck Traffic: 3%,  Features Intersected: L-1244/RIVER OAKS DR,  Facility Carried by Structure: SC 31 NBL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.442,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.9m (107.9ft)

Find on map >>   Show street view

Structure Number: 9796,  Location: IN MYRTLE BEACH (Lat: 33.739325,  Lng: -78.850208),  Route carried "under" structure: US 17,  Year Built: 2002,  Structure Length: 0. m,  Average Daily Traffic: 17,000 (year 2020),  Truck Traffic: 3%,  Features Intersected: US 17,  Facility Carried by Structure: S-26-1315 NB
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 26.240,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.3m (83.0ft)

Find on map >>   Show street view

Structure Number: 9797,  Location: IN MYRTLE BEACH (Lat: 33.739258,  Lng: -78.850414),  Route carried "under" structure: US 17,  Year Built: 2002,  Structure Length: 0. m,  Average Daily Traffic: 17,000 (year 2020),  Truck Traffic: 3%,  Features Intersected: US 17,  Facility Carried by Structure: S-26-1315 SB
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 26.240,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.3m (83.0ft)

Find on map >>   Show street view

Structure Number: 9798,  Location: IN MYRTLE BEACH (Lat: 33.747614,  Lng: -78.847731),  Route carried "under" structure: County highway 7598,  Year Built: 2002,  Structure Length: 0. m,  Average Daily Traffic: 225 (year 2020),  Truck Traffic: 5%,  Features Intersected: GRISSOM PARKWAY TUNNEL,  Facility Carried by Structure: S-26-1315
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.645,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 12.8m (42.0ft)

Find on map >>   Show street view

Structure Number: 9799,  Location: 0.3 MI N. MYRTLE BEACH (Lat: 33.754053,  Lng: -78.852575),  Route carried "under" structure: State highway 31,  Year Built: 2002,  Structure Length: 0. m,  Average Daily Traffic: 38,500 (year 2020),  Truck Traffic: 6%,  Features Intersected: SC 31
Minimum Vertical Clearance: 5.64m (18.50ft),  Kilometerpoint: 22.326,  Lanes on structure: 5,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.6m (107.0ft)

Find on map >>   Show street view

Structure Number: 9877,  Location: 5 N. OF MYRTLE BEACH (Lat: 33.720417,  Lng: -78.930000),  Route carried "under" structure: State highway 737,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 450 (year 2020),  Truck Traffic: 3%,  Features Intersected: GEORGE BISHOP RD,  Facility Carried by Structure: US 501 NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.901,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.1m (111.9ft)

Find on map >>   Show street view

Structure Number: 9878,  Location: 5 N. OF MYRTLE BEACH (Lat: 33.720222,  Lng: -78.930250),  Route carried "under" structure: State highway 737,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 450 (year 2020),  Truck Traffic: 3%,  Features Intersected: GEORGE BISHOP RD,  Facility Carried by Structure: US 501 SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.901,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.1m (111.9ft)

Find on map >>   Show street view

Structure Number: 9996,  Location: IN MYRTLE BEACH (Lat: 33.752322,  Lng: -78.851203),  Route carried "under" structure: County highway 6311,  Year Built: 2002,  Structure Length: 0. m,  Average Daily Traffic: 225 (year 2020),  Truck Traffic: 5%,  Features Intersected: L-6311,  Facility Carried by Structure: S-26-1315
Minimum Vertical Clearance: 6.05m (19.85ft),  Kilometerpoint: 1.683,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.9m (107.9ft)

Find on map >>   Show street view

Structure Number: 9997,  Location: IN MYRTLE BEACH (Lat: 33.752450,  Lng: -78.850906),  Route carried "under" structure: County highway 6311,  Year Built: 2002,  Structure Length: 0. m,  Average Daily Traffic: 112 (year 2020),  Truck Traffic: 5%,  Features Intersected: FRONTAGE ROAD,  Facility Carried by Structure: S-1315 NBL RAMP
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 0.154,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.5m (109.9ft)

Find on map >>   Show street view

Structure Number: 10101,  Location: MYRTLE BEACH CITY LIMIT (Lat: 33.684428,  Lng: -78.959897),  Route carried "under" structure: State highway 707,  Year Built: 2017,  Structure Length: 0. m,  Average Daily Traffic: 12,000 (year 2020),  Truck Traffic: 4%,  Features Intersected: SC 707/L-2907,  Facility Carried by Structure: US 17 NBL
Minimum Vertical Clearance: 0.00m,  Kilometerpoint: 19.018,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 91.4m (299.9ft)

Find on map >>   Show street view

Structure Number: 10102,  Location: MYRTLE BEACH CITY LIMIT (Lat: 33.684544,  Lng: -78.960047),  Route carried "under" structure: State highway 707,  Year Built: 2017,  Structure Length: 0. m,  Average Daily Traffic: 12,000 (year 2020),  Truck Traffic: 4%,  Features Intersected: SC 707/L-2907,  Facility Carried by Structure: US 17 SBL
Minimum Vertical Clearance: 0.00m,  Kilometerpoint: 19.018,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 91.4m (299.9ft)

Find on map >>   Show street view

Structure Number: 10106,  Location: MYRTLE BEACH (Lat: 33.703478,  Lng: -78.930844),  Route carried "under" structure: US 17,  Year Built: 2001,  Structure Length: 0. m,  Average Daily Traffic: 44,800 (year 2020),  Truck Traffic: 6%,  Features Intersected: US 17,  Facility Carried by Structure: S-26-1244
Minimum Vertical Clearance: 5.92m (19.42ft),  Kilometerpoint: 17.695,  Lanes on structure: 6,  Lanes under structure: 8,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

Find on map >>   Show street view

Structure Number: 10107,  Location: MYRTLE BEACH (Lat: 33.705803,  Lng: -78.935125),  Route carried "under" structure: County highway 3657,  Year Built: 2010,  Structure Length: 0. m,  Average Daily Traffic: 225 (year 2020),  Truck Traffic: 5%,  Features Intersected: ICWW & L-3658,  Facility Carried by Structure: S-26-1244
Minimum Vertical Clearance: 9.42m (30.91ft),  Kilometerpoint: 1.131,  Lanes on structure: 5,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 100.6m (330.1ft)