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<br />,.., <br /> <br />. <br /> <br />,., <br />. <br /> <br />.., <br />. <br /> <br />125-10.2 Density Testing: When a Verification or Independent Verification density <br />test fails the Acceptance Criteria, retest the site within a 5 feet (1.5 meter) radius and the <br />following actions will be taken: <br />1. If the Quality Control retest meets the Acceptance Criteria and compares <br />favorably with the Verification or Independent Verification test, the Engineer will accept <br />those LOTs. <br />2. If the Quality Control retest does not meet the Acceptance Criteria and <br />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 equipment-comparison analysis <br />as defined in 120-10.1.2. Once acceptable comparison is achieved, retest the LOTs. The <br />Engineer will perform new verification testing. Acceptance testing will not begin on a new <br />LOT until the Contractor has a gauge that meets the comparison requirements. <br />125-10.3 Soil Classification: Meet the requirements of 120-10.4.3. <br /> <br />.., <br />. <br /> <br />.., <br />. <br /> <br />r"l <br />. <br /> <br />,.., <br />. <br /> <br />.., <br />I <br /> <br />160 ACCEPTANCE PROGRAM. <br />(REV 6-25-04) (FA 6-29-04) (1-05) <br /> <br />,.., <br />. <br /> <br />ARTICLE 160-7 (Pages 184-187) is deleted and the following substituted: <br /> <br />r"'l <br />. <br /> <br />160-7 Acceptance Program. <br />160-7.1 General Requirements: Meet the requirements of 120-10.1, except use <br />160-7.2 instead of 120-10.2. <br />160-7.2 Acceptance Criteria: <br />160-7.2.1 Bearing Value Requirements: <br />160-7.2.1.1 General: Within the entire limits of the width and depth <br />of the areas to be stabilized, obtain the required minimum bearing value for each LOT. For <br />any area where the bearing value obtained is deficient from the value indicated in the <br />plans, in excess of the tolerances established herein, spread and mix additional stabilizing <br />material in accordance with 160-5.3. Perform this reprocessing for the full width of the <br />roadway being stabilized and longitudinally for a distance of 50 feet [15m] beyond the <br />limits of the area in which the bearing value is deficient. <br />Determine the quantity of additional stabilizing material to be <br />used in reprocessi.ng. <br />160-7.2.1.2 Undertolerances in Bearing Value Requirements: Use the <br />following undertolerances from the specified bearing value, as based on tests performed on <br />samples obtained after completing mixing operations: <br /> <br />., <br />. <br /> <br />1'"1 <br />. <br /> <br />,., <br />. <br /> <br />.., <br />. <br /> <br />.., <br />. <br /> <br />Specified Bearing Value Tolerance <br />LBR 40 5.0 <br />LBR 35 4.0 <br />LBR 30 (and under) 2.5 <br /> <br />.., <br /> <br />. <br /> <br />f""l <br /> <br />. <br /> <br />The following unsoaked bearing value requirement IS based on tests <br />performed on samples obtained after completing mixing operations: <br /> <br />n <br /> <br />. <br /> <br />,.., <br /> <br />09/09 <br /> <br />01000-37 <br /> <br />03-4122.F <br /> <br />. <br />