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cement 5-reat Scope <br />I) Prior to initiation of field activities a no -cost permit will he obtained <br />from the City. Sample locations will be marked and Underground Service <br />Alert contacted to notify concerned utilities. Sample locations which nlay <br />interfere with buried lines or pipes gill be relocated. <br />2 <br />Coring and boring will be performed at select representative locations. <br />Borings will be extended a maximum depth of four (T) feet fron) the surface <br />to obtain samples of the subgrade. Samples will be placed in plastic bags, <br />scaled, and transported to our laboratory for further analysis. Prior to <br />leaving the site, all sample locations will be backfilled and patched. Lalkile <br />Marvin, Inc., shall provide traffic control 'adequate to protect the traveling <br />public and work force. <br />3) Upon receipt in the laboratory, samples will be visually classified and <br />the in-situ moisture content of each determined. Individual and/or composite <br />sample(s) will be selected and subjected to R -Value determination for use in <br />structural section design. Asphalt samples will he crushed and mixed with the <br />soil samples. Cernent treated samples will be fabricated at three (3) <br />percentages of cement. After curing, unconfined compression testing will be <br />performed on the samples. <br />4) A Registered Civil Engineer shall supervise all activities, revicFv results <br />of testing" and prepare a report ot'his findings, presenting structural section <br />recommendations for rehabilitation utilizing pulverization and cement <br />treatment. <br />Lalwk q Al.-InT1011 <br />