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YIN <br /> III NZ,I <br /> IN <br /> f kn'xa IN <br /> }*.. <br /> r Y „ +j . F" ,yr 5 <br /> v tl ;, , ; tx "+ t '� a x . . r yCrd <br /> ICIA,,� _.,,..' <br /> IN <br /> IN <br /> frequency of testing. Generate random numbers based on the two LOTS under consideration . IN <br /> When Quality Control test frequency is reduced to one every two LOTS , obtain the Engineer ' s <br /> approval to place more than one LOT over an untested LOT . Assure similar compaction efforts <br /> for the untested sections . If the Verification test fails , and Quality Control test data is not upheld <br /> IN <br /> by Resolution testing the Quality Control testing will revert to the original frequency. <br /> 160 STABILIZING. <br /> IN <br /> (REV 5-2040) (FA 74240) (141 ) <br /> SUBARTICLE 160- 3 . 2 (Pages 196 — 197 ) is deleted and the following substituted : <br /> 160-3 . 2 Application of Stabilizing Material : After substantially completing the roadbedIN I <br /> NI <br /> grading operations, determine the type and quantity (if any) of stabilizing material necessary forIII <br /> compliance with the bearing value requirements . Ensure the maximum final quantity of ReclaimedIN <br /> Asphalt Pavement (RAP) in the subgrade area is no more than 25 % by volume of the stabilized area . <br /> Notify the Engineer of the approximate quantity to be added before spreading . When additive <br /> stabilizing materials are required, spread the material uniformly over the area to be stabilized. <br /> 160-3 . 2 . 1 Sampling and Testing of Local Material : Randomly select locations <br /> for sampling using a random number generator approved by the Engineer and test at the <br /> IN <br /> minimum frequency listed in the table below before mixing. The Engineer will reject the <br /> material for failing QC test results . The Engineer will sample for Verification and Resolution <br /> testing at the minimum frequency listed in the table below . The Engineer will perform <br /> Verification tests at the minimum frequency listed in the table below . <br /> IN <br /> Test Name Quality Control Verification Resolution <br /> Liquid Limit (LL) , Plastic One per two LOTs <br /> IndexP and Organic One per eight <br /> (PI) , <br /> I) ' g LOTS One per eight LOTs <br /> Content <br /> IN <br /> 160-3 .2 . 1 . 1 Verification Comparison Criteria and Resolution <br /> Procedures : If the QC and the Department ' s Verification tests meet the requirements of <br /> Section 914 then the Engineer will accept the corresponding LOTS . Otherwise, the Engineer will <br /> submit the Resolution sample to the State Materials Office or an AASHTO accredited laboratory <br /> designated by the State Materials Office to perform Resolution testing . <br /> If the Resolution Test results meet the requirements of Section 914 then the <br /> Engineer will accept the LOTS in question . Otherwise remove the material and apply new <br /> material meeting the requirements of Section 914 and retest in accordance with 160 - 3 . 2 . <br /> SUBARTICLE 1604 . 3 . 2 (Page 200) is deleted and the following substituted : <br /> 1604 .3 . 2 Department Verification Tests : <br /> 1604 .3 . 2 . 1 Bearing Value & Soil Classification : The Engineer will <br /> collect a sample at a location other than the location where the sample was collected in 160 - <br /> - 58 - <br /> FPID ( S ) : 423186- 1 - 58 - 01 <br /> NN <br /> �s5 , r Yti � ds '+ , A -✓ x h . .: e 1" l r* xx+g F, . 3 k ""` . <br /> k , . u <br /> ss » <br /> ., <br />