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H <br />H <br />fli; <br />0 <br />f <br />Test Name <br />Quality Control <br />Verification <br />Standard Proctor Maximum <br />One per soil type <br />One per soil type <br />Density <br />One per four LOTs and for <br />Density <br />One per LOT <br />wet conditions, the first lift <br />not affected by water <br />Soil Classification <br />One per Standard Procto <br />One per Standard Proctor <br />Maximum Density <br />Maximum Density <br />120 - 10.3.2 Test Selection and Reporting: Determine test locations including <br />Stations and offsets, using the random number generator provided by the Engineer. Do not <br />use note pads or work sheets to record data for later transfer to the Density Log Book. <br />Notify the Engineer upon successful completion of Quality Control testing on each LOT. <br />120 -10.4 Verification Comparison Criteria and Resolution Procedures: <br />120 - 10.4.1 Standard Proctor Maximum Density Determination: The Engineer <br />will verify the Quality Control results if the results compare within 4.5 PCF [72 kg /m3] of <br />the Verification test result. Otherwise, the Engineer will take one additional sample of <br />material from the soil type in question. The State Materials Office or an AASHTO <br />accredited laboratory designated by the State Materials Office will perform Resolution <br />testing. The material will be sampled and tested in accordance with AASHTO T 99, <br />Method C. <br />The Engineer will compare the Resolution Test results with the <br />Quality Control test results. If all Resolution Test results are within 4.5 PCF [72 kg /M3] of <br />the corresponding Quality Control test results, the Engineer will use the Quality Control <br />test results for material acceptance purposes for each LOT with that soil type. If the <br />Resolution Test result is not within 4.5 PCF [72 kg /M3] of the Contractor's Quality Control <br />test, the Verification Test result will be used for material acceptance purposes. <br />120 - 10.4.2 Density Testing: When a Verification or Independent Verification <br />density test fails the Acceptance Criteria, retest the site within a 5 feet (1 .5 meter) radius <br />and the following actions will be taken: <br />1. If the Quality Control retest meets the Acceptance Criteria and <br />meets the 120 - 10.1.1 criteria when compared with the Verification or Independent <br />Verification test, the Engineer will accept those LOTs. <br />2. If the Quality Control retest does not meet the Acceptance Criteria <br />and compares favorably with the Verification or Independent Verification test, rework and <br />retest the LOT. The Engineer will re- verify those LOTs. <br />3. If the Quality Control retest and the Verification or Independent <br />Verification test do not compare favorably, complete a new comparison analysis as defined <br />in 120 10.1 .1. Once acceptable comparison is achieved, retest the LOTs. The Engineer will <br />perform new verification testing. Acceptance testing will not begin on a new LOT until the <br />Contractor has a gauge that meets the comparison requirements. <br />Record Quality Control test results in the density log book on <br />approved Department forms provided by the Engineer. Submit the original, completed <br />density log book to the Engineer at final acceptance. <br />120 - 10.4.3 Soil Classification: The Engineer will verify the Quality Control <br />results if the Verification results identify matching soil classifications. Otherwise, the <br />Engineer will take one additional sample of material from the soil type in question. The <br />State Materials Office or an AASHTO accredited laboratory designated by the State <br />March 2007 01000 -34 03- 4122.D r <br />