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e <br /> Verification for <br /> Shoulder Only, <br /> Test Name Quality Control Verification Bike/ Shared Use Path <br /> and Sidewalk <br /> Construction <br /> Modified Proctor One per two One per sixteen <br /> Maximum Density consecutive LOTS consecutive LOTS One per four LOTS <br /> Density One per LOT One per eight LOTS One per two LOTS <br /> Stabilizing Mixing Three per 500 feet <br /> Depth Witness one per LOT Witness one per LOT <br /> LBR One per two One per sixteen <br /> consecutive LOTS consecutive LOTS One per four LOTS <br /> Gradation , LL/PI & <br /> Soil Classification Not Re uired One per sixteen <br /> q consecutive LOTS <br /> One per four LOTS <br /> (Local materials) <br /> ROCK BASE — ACCEPTANCE PROGRAM . <br /> (REV 946-09) (FA 11 -9- 09) (740) <br /> SUBARTICLE 200 - 7 . 2 . 2 (Pages 208 and 209) is deleted and the following substituted : <br /> 200- 7. 2 . 2 Frequency : Conduct QC sampling and testing at a minimum frequency <br /> listed in the table below . The Engineer will perform Verification sampling and tests at a <br /> minimum frequency listed in the table below . <br /> Mainline Pavement Lanes , Turn Lanes , Ramps , Parking Lots , Concrete Box Culverts and <br /> Retaining Wall Systems <br /> Test Name Quality Control Verification <br /> Modified Proctor One per eight consecutive <br /> Maximum Density LOTS One per 16 consecutive LOTS <br /> Density One per LOT One per eight LOTS <br /> Roadway Surface Ten per LOT Witness <br /> Roadway Thickness Three per LOT Witness <br /> Shoulder- Only, Bike/ Shared Use Path and Sidewalk Construction <br /> Test Name Quality Control Verification <br /> Modified Proctor <br /> Maximum Density One per two LOTS One per four LOTS <br /> Density One per LOT One per two LOTS <br /> Surface Five per 500 feet Witness <br /> Thickness Three per 1000 consecutive feet Witness <br /> - 16 - <br /> FPID ( S ) : 423186 - 1 - 58 - 01 <br />