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I <br />UPS <br />November 12, 1976 <br />Page Five <br />Test No. <br />Depth Below Grade (Ft.) <br />% Moisture <br />$ Compaction <br />38 <br />1 <br />7.0 <br />92 <br />39 <br />1 <br />9.9 <br />92 <br />40 <br />0.5 <br />8.1 <br />89* <br />41 <br />1.5 <br />7.2 <br />99 <br />42 <br />0.5 <br />14.0 <br />89** <br />43 <br />0.4 <br />17.7 <br />86** <br />44 <br />0.4 <br />14.0 <br />85** <br />46 <br />0.4 <br />9.9 <br />99 <br />* Areas having low tests were re -compacted <br />** Areas having over -optimum moisture contents would not achieve <br />compaction and the contractor was informed that these areas were <br />too moist. However, because of the planned use of ATB in the <br />Parking area it was not necessary that the material be removed. <br />If you have any questions, please do not hesitate to call our office. <br />JA;AZ/jw <br />Respectfully submitted, <br />RITTENHOOUSE-ZEMAN & ASSOC.. INC. <br />// <br />Judy AAdaton, Vngineering Geologist <br />Alvin R. Zeman, P. <br />M <br />