ARCHIVED REPORTS_1996 - Laserfiche WebLink

Home Browse Search

File No. 20-1008-36 KLEINFELDER July 14, 1995 Page 3 of 3 SUMMARY OF FIELD DENSITY TEST RESULTS Depth From Dry Laboratory Specified Test Finished Moisture Density Compaction Relative Relative No. Date Test Location Subsrade(ft.) % Dry Wt. P.C.P. Curve No. Compaction Compaction TEST PAD #5 44 04-20 10' S. & 10' E. of SW corner FSG 11.3 116 5 90 90 45 04-20 6' S. & 65' E. of SW corner FSG 11.3 116 5 90 90 46 04-20 2' S. & 60' E. of SW corner FSG 9.8 122 5 95 90 47 04-20 5' S. & 50' E. of SW corner FSG 12.3 117 5 91 90 48 04-20 6' S. & 20' E. of SW corner FSG 12.0 120 5 94 90 TEST PAD #4 49 04-21 60' E. & 10' S. of NW corner FSG 9.9 114 4 91 90 50 04-21 50' E. & 5' S. of NW corner FSG 9.3 114 4 92 90 51 04-21 20' E. & 12' S. of NW corner FSG 10.1 118 4 95 90 52 04-21 14' E. & 9' S. of NW corner FSG 10.0 112 4 90 90 04-21 5' E. & 10' S. of NW corner FSG 9.9 113 4 91 90 TEST PAD #2 54 04-21 15' N. & 130' E. of SW corner FSG 10.0 112 3 90 90 55 04-21 10' N. & 50' E. of SW corner FSG 11.7 112 3 90 90 56 04-21 130' N. & 12' E. of SW corner FSG 10.5 113 3 91 90 57 04-21 120' N. & 15' E. of SW comer FSG 12.2 112 3 90 90 58 04-21 55' N. & 20' E. of SW corner FSG 9.8 114 3 92 90 TEST PAD 1 SC-1 04-21 12' E. & 35' N. of SW corner FSG 11.7 121 2 95 95 TEST PAD 2 SC-2 04-21 130' N. & 10' E. of SW corner FSG 11.2 112 3 90 90 TEST PAD 3 SC-3 04-21 130' N. & 15' E. of SW corner FSG 13.1 111 4 92 90 TEST PAD 4 SC-4 04-21 15' E. & 10' N. of SW corner FSG 11.0 114 3 91 90-92 TEST PAD 5 5 04-21 125' E. & 8' S. of NW corner FSG 10.6 117 5 90 90 Accepted engineering and testing procedures were used for these tests. The above data is presented for information purposes only. In the absence of continuous observations of our personnel at the site,we cannot express an opinion as to the adequacy of site preparation 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. Copyright 1995 Kleinfelder,Inc.