Grade separated interchange at the intersection of U.S. Hwy 17 Bypass and Farrow Parkway
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1 Grade separated interchange at the intersection of U.S. Hwy 17 Bypass and Farrow Parkway Jeff Sizemore, P.E. Geotechnical Design Support Engineer SCDOT Ed Tavera, P.E. Principal Geotechnical Engineer Geoengineers
2 Need for Project: The purpose of the project is to improve traffic flow, increase intersection capacity, and improve safety within the intersection and along US 17. The US 17 and SC 707/ Farrow Parkway intersection is currently experiencing substantial congestion during peak morning and afternoon travel periods.
3 Project Site Enlarged Map Zone Project Site
4 Existing US 17 Bypass US17 BP East
5 Proposed US17 Bypass US 17 BP
6 Project Layout Ramp C Backgate Bridge Ramp D Ramp A End Bent 1 End Bent 7 Ramp B South Bridge Approach North Bridge Approach
7 South Subsurface Profile
8 North Subsurface Profile
9 Project Design Constraints Project Geometry and Layout Project Constructed on Existing Alignment Complex Traffic Control Staging Plan (Geotechnical Designs Constructed in Stages 2, 3, and 4) Total Project Construction Time Requirements Approx. 3.5 years High Traffic Volume Combined with Limited Construction Staging Areas
10 Geotechnical Key Issues Consolidation Settlement Seismic Slope Stability (Liquefaction) Bridge Abutment Foundation Performance Extreme Event I and II
11 Settlement At Bridge Abutments (Normal Weight Fill)
12 Longitudinal Seismic Slope Instability
13 Transverse Seismic Slope Instability
14 Stiff Clay (Pee Dee Formation) 66 - HP14X117 X 100 ft long Bridge Abutment Unimproved Foundation Performance Axial Load Bridge Lateral Load Extreme Event II Extreme Event I Excessive Sand Medium Clay 40 feet 90 feet Row End Bent 7 (North Abutment)
15 Ground Improvement Methods Lightweight Aggregate Borrow Material Reduce Magnitude of Settlement Prefabricated Vertical Drain (PVD) / Granular Surcharges Increased Rate of Settlement during Construction Deep Soil Mixing Seismic Slope Stability and Bridge Abutment Foundation Improved Performance Mechanically Stabilized Earth (MSE) Walls Permanent and Temporary Retaining Walls
16 Lightweight Aggregate (Rotary Kilin Produced) Required Properties: Internal Friction Angle 40 degrees Unit Weight: 60 pcf minimum (Long-term 70 pcf maximum) MSE Wall Reinforced Backfill Properties
17 Settlement South Bridge Abutment (End Bent 1)
18 Settlement North Bridge Abutment (End Bent 7)
19 Prefabricated Vertical Drains (PVD)
20 PVD Installation S PVD PVD Triangular Installation Pattern PVD 2 Drainage Sand Layer Geotextile Separator Fabric
21 Granular Surcharges Required Properties: Internal Friction Angle 32 degrees Unit Weight: 120 pcf Granular Surcharge Lightweight Aggregate Borrow Material
22 Seismic Slope Stability Improved Deep Soil Mixing
23 Stage 4 Ground Improvement North/South Abutment (Typical)
24 Deep Soil Mixing Lime-Cement Columns Block Type Pattern - Overlapping (Dry Mix Method) Seismic Slope Stabilization Shear Key Improved Performance of Bridge Abutment Foundations
25 10 Feet Min. DSM-LCC Test Sections 10 Feet Min. 1 2 Test Pile 1 (HP 14x117) 4 3 Test LCC No DSM-LCC Test Section 1 (Block Type Pattern) Test LCC Sampling Quadrants DSM-LCC Test Section 2 (Single Line Pattern) Legend Test Lime-Cement Columns (Test LCC)
26 Bridge Abutment Improved Foundation Performance End Bent 7 (North Abutment) Extreme Event I < ¼ End Bent 7 (North Abutment) Extreme Event II (Case 3) < 1/8
27 Geotechnical Instrumentation Settlement Monitoring 12 VW Settlement Sensors (SS) 15 VW Piezometers (P) 2 VW Data Collection Centers 10 Settlement Plates (SP) 2 Magnetic Extensometer (ME) Slope Stability 6 Slope Indicator
28 Traffic Control Stage 2 Ramp A Ramp B
29 Traffic Stage 2 Ground Improvement Ramp A Ramp B MSE Walls Lightweight Aggregate Borrow Material 2, and 3 Granular Surcharge (Normal Weight) 3 and 4 Triangular Spacing PVD Geotechnical Instrumentation
30 Traffic Control Stage 3 Ramp C Ramp D
31 Traffic Stage 3 -Ground Improvement Ramp B Ramp C MSE Walls Lightweight Aggregate Borrow Material 1, 2, and 4 Granular Surcharge (Normal Weight) 3 and 4 Triangular Spacing PVD Geotechnical Instrumentation
32 Traffic Control Stage 4 Backgate Bridge South Bridge Approach North Bridge Approach
33 Traffic Stage 4 -Ground Improvement South Bridge Approach Bridge South Bridge Approach MSE Walls Lightweight Aggregate Borrow Material 1, 2, and 3 Granular Surcharge (Normal Weight) 3 Triangular Spacing PVD Geotechnical Instrumentation Bridge Abutment DSM-LCC (South 30 x 133 x 50 deep North 30 x 141 x 70 deep ) Longitudinal DSM-LCC (South 5 Wide / North 8 Wide)
34 X- Section End Bent 7 (250+26)
35 X- Section End Bent 7 (252+00)
36 Initial MSE Wall Construction (2 & 3 Stage Wall Construction) Drainage Pipe Flexible Wire Facing B Req MSE Wall Soil Reinforcement Light Weight Aggregate Geotextile Separator Fabric
37 2-Stage MSE Wall Construction (Stage 1 of 2) Sand Surcharge Sand Surcharge Flexible Wire Facing Light Weight Aggregate Borrow Material
38 Permanent Precast Concrete Segmental Panel Flexible Wire Facing Fill Void w/light Weight Fill Precast Concrete Segmental Panel Lightweight Aggregate Precast Concrete Panel Connector 1 Minimum 2 Maximum
39 Permanent Full Height Concrete Panel (Pre-Cast or Cast-In-Place) Fill Void w/lightweight Aggregate Deadman Anchor Flexible Wire Facing Precast or Cast-In-Place Full Height Concrete Panel Facing Lightweight Aggregate 6 Maximum Void
40 MSE Walls Permanent MSE Walls Two-Stage Construction Three-Stage Construction (w/drainage Structures) Temporary MSE Walls (Welded Wire Mesh Facing)
41 3-Stage MSE Wall Construction With Drainage Structure (Stage 1 of 3) Flexible Wire Facing Sand Surcharge Sand Surcharge Drainage Structure Blockout Area Light Weight Fill
42 3-Stage MSE Wall Construction With Drainage Pipe (Stage 2 of 3) Flexible Wire Facing Drainage Pipe Lightweight Aggregate
43 3-Stage MSE Wall Construction With Drainage Structure (Stage 2 of 3) Flexible Wire Facing Structural Frame Lightweight Aggregate
44 3-Stage MSE Wall Construction With Drainage Structure (Stage 2 of 3) Flexible Wire Facing Light Weight Fill
45 Lightweight Aggregate Borrow Material 4 Feet Long Biaxial Geogrids Placed on 2 Feet Vertical Spacing 2 Feet Thick Cover of Borrow Silty or Clayey Soil Materials Minimum 2 Feet Drainage Layer
46 Project Construction Phase (North Abutment Sta ) Ramp D Stage 3 Bridge Approach Embankment Stage 4 Ramp B Stage 2
47 Bridge Abutment Construction (North Abutment End Bent 7)
48 US 17- Bypass Over SC707/Farrow Parkway (Backgate Bridge) Myrtle Beach, SC Horry County Thank You Any Questions?
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