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D <br />°i <br />i <br />KI <br />i <br />Hil <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 />160 ACCEPTANCE PROGRAM. <br />(REV 6- 25 -04) (FA 6- 29 -04) (1 -05) <br />ARTICLE 160-7 (Pages 184 -187) is deleted and the following substituted: <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 [1 5 ml 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 reprocessing. <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 />Specified Bearing Value <br />Tolerance <br />LBR 40 <br />5.0 <br />LBR 35 <br />4.0 <br />LBR 30 (and under) <br />2.5 <br />The following unsoaked bearing value requirement is based on tests <br />performed on samples obtained after completing mixing operations: <br />March 2007 01000 -37 03- 4122.D1 <br />