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1 <br /> C. Density tests for limerock base at the rate of three tests per day on each course <br /> of completed compacted base. <br /> 1 D. Density tests for roadway crossings at the rate of one test per lane per lift of <br /> compacted material, beginning one foot above the normal water table. <br /> E. If in the opinion of the Engineer, suitable compaction has not been achieved <br /> around structures, density tests may be required. <br /> 1 F. Concrete compressive strength at the rate of three cylinders per the lesser of 50 <br /> cubic yards or per day. <br /> G. Should the above test results indicate deficiencies, the Engineer may order <br /> additional tests at the Contractor's expense, and all reworked areas shall be <br /> retested at the Contractor's expense. <br /> 1 H. Testing in the County right-of-way shall meet the requirements of Dade County's <br /> "Minimum Standards". <br /> I <br /> PART 2 - PRODUCTS (Not Used) <br /> PART 3 - EXECUTION (Not Used) <br /> END OF SECTION <br /> 1 <br /> 1 <br /> 1 <br /> 1 <br /> 1 <br /> 1 <br /> 1 <br /> I <br /> 05/08 01410-3 05-4893 <br />