CORRESPONDENCE_1992-1993 - Laserfiche WebLink

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File No. 20-1008-49.001 June 22, 1993 Page 2 of 4 TABLE I SUMMARY OF FEELD DENSITY TEST RESULTS Dry Laboratory Specified st Moisture Density Compaction Relative Relative Date Test location % DEX Wt. P.C.F. Curve No. Compaction Compaction Test Pad Foundation Laver, 04/21 Retest #1 18.3 109 1 90 90 04/21 Retest #3 13.3 112 1 93 90 8 04/21 Retest #4 15.0 112 1 93 90 ML Test Pad 9 04/27 10' west and 25' north of southeast corner 15.9 114 2 100 95 10 04/27 10' west and 75' north of southeast comer 18.4 109 2 95 95 11 04/27 10' west and 125' north of southeast corner 17.6 114 2 100 95 '2 04/27 20' west and 100' north of southeast comer 17.7 113 2 99 95 3 04/27 20' west and 50' north of southeast comer 17.1 109 2 96 95 SP/SM Test Pad _4 04/27 50' west and 110' north of southeast comer 12.9 116 3 95 95 ,5 04/27 50' west and 80' north of southeast comer 18.4 109 3 89 95 16 04/27 50' west and 65' north of southeast corner 17.1 113 3 93 95 17 04/27 50' west and 35' north of southeast corner 11.2 117 3 96 95 18 04/27 50' west and 20' north of southeast corner 11.3 121 3 99 95 ccepted engineering and testing procedures were used for these tests. The above data is presented for information purposes only. n the absence of continuous observations of our personnel at the site, we can not express an opinion as to the adequacy of site ."reparation or overall fill compaction. We do not undertake the guarantee of construction, nor do we relieve the contractor of his primary responsibility to produce a completed project conforming to the project plans and specifications. opyright 1993 Ceinfelder, Inc.