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1____ I I I II I I I I I I I I I I I I I I I 125-10.2 Density Testing: When a Verification or Independent Verification density test fails the Acceptance Criteria, retest the site within a 5 feet (1.5 meter) radius and the following actions will be taken: 1. If the Quality Control retest meets the Acceptance Criteria and compares favorably with the Verification or Independent Verification test, the Engineer will accept those LOTs. 2. If the Quality Control retest does not meet the Acceptance Criteria and compares favorably with the Verification or Independent Verification test, rework and retest the LOT. The Engineer will re-verify those LOTs. 3. If the Quality Control retest and the Verification or Independent Verification test do not compare favorably, complete a new equipment-comparison analysis as defined in 120-10.1.2. Once acceptable comparison is achieved, retest the LOTs. The Engineer will perform new verification testing. Acceptance testing will not begin on a new LOT until the Contractor has a gauge that meets the comparison requirements. 125-10.3 Soil Classification: Meet the requirements of 120-10.4.3. 160 ACCEPTANCE PROGRAM. (REV 6-25-04) (FA 6-29-04) (1-05) ARTICLE 160-7 (Pages 184-187) is deleted and the following substituted: 160-7 Acceptance Program. 160-7.1 General Requirements: Meet the requirements of 120-10.1, except use 160-7.2 instead of 120-10.2. 160-7.2 Acceptance Criteria: 160-7.2.1 Bearing Value Requirements: 160-7.2.1.1 General: Within the entire limits of the width and depth of the areas to be stabilized, obtain the required minimum bearing value for each LOT. For any area where the bearing value obtained is deficient from the value indicated in the plans, in excess of the tolerances established herein, spread and mix additional stabilizing material in accordance with 160-5.3. Perform this reprocessing for the full width of the roadway being stabilized and longitudinally for a distance of 50 feet [15 m] beyond the limits of the area in which the bearing value is deficient. Determine the quantity of additional stabilizing material to be used in reprocessing. 160-7.2.1.2 Undertolerances in Bearing Value Requirements: Use the following undertolerances from the specified bearing value, as based on tests performed on samples obtained after completing mixing operations: Specified Bearing Value LBR 40 LBR 35 LBR 30 (and under) Tolerance 5.0 4.0 2.5 The following unsoaked bearing value requirement IS based on tests performed on samples obtained after completing mixing operations: March 2007 01000-37 03-4122.0