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Minyard-LR 960731 (2) GEOT--CF.%IC~. ~'qD J~ J~ r-'l I I ~ E'q',' RG"',~E"-;TA_ COI',S'JL-A'~TS REPORT OF FIELD DENSITY TESTS. Minyard's Facility Expansion Freeport Parkway and Bethel Road Coppell, Texas REPORTED TO: Minyard Properties REPORT NO. 4 P.O. Box 518 REG PROJECT NO. 2891.1 777 Freeport Parkway REPORT DATE: 07-31-96 Coppell, Texas 75019 TECHNICIAN: B. Ray ATTN: Mr. Marion Pritchett CONTRACTOR: Facility Construction Management, Inc. I D-698 Dark brown clay 24.7 91.5 2 D-698 Brown silty sandy clay 12.0 111.3 3 D-698 Dark gray clay 21.4 99.4 :';.;i~.~i'.:i-~.:.:..ii~ ii'iii~i~'?:i~'"?!~'::~'?~ii~!ii?~:':.~;iii::.~:: :~i.'i~-::. ~:-~ i::?~!:i:: i~;-::'::.'~ ':-i ~i.'..".-~ ..... :.'. i~.:-. .... -. '. :.~i i~)- 27 07-01-96 40'N, 40'W 3.5 88.0 26.4 1 94.5 28 40'N, 80'W 3.5 86.1 27.4 1 92.5 29 40'N,200'W 3.5 89.1 27.0 1 95.7 30 - 80'N,200'W 3.5 87.4 26.9 1 93.9 31 90'N,110'W 3.5 90.0 27.8 1 96.7 32 07-02-96 180'N, 60'W 3.5 96.0 19.8 1 103.1a 33 180'N 180'W 3.5 93.0 21.5 1 99.9b 34 180'N 260'W 3.5 94.1 19.2 1 101.1c 35 350'N 500'W 4.5 105.6 13.6 2 94.9 36 350'N 630'W 4.5 104.7 14.1 2 94.1 37 220'N 250'W 3.5 95.5 19.8 1 102.5d 38 300'N 260'W 3.5 98.5 19.8 1 105.8e 39 280'N 200'W 3.5 94.1 18.9 1 101 .Of 40 07-03-96 220'N 260'W 3.5 90.0 24.3 1 96.7D 41 280'N,200'W 3.5 89.4 24.8 1 96.0F 42 180'N 180'W 3.5 86.9 25.4 1 93.9B 43 180'N. 60'W 3.5 88.4 24.3 1 94.9A 44 320'N 50'W 3.5 90.1 28.8 1 96.8 45 320'N 100'W 3.5 88.4 25.6 1 94.9 46 300'N 180'W 3.5 87.9 25.6. 1 94.4 47 320'N 250'W 3.5 88.1 24.8 1 94.6E 48 380'N 60'W 3.5 90.4 25.0 1 97.1 49 380'N 150'W 3.5 88.7 25.1 1 95.3 50 380'N 250'W 3.5 89.6 24.6 1 96.2 2424 STUTZ DR. · 5U-TE 400 · DALLAS. TX 75235 · -_=_ [2i4~ 350 5600 · ~'x [214] 350 0019 51 07-03-96 40'N, 40'W 3.0 88.4 24.9 I 94.9 52 40'N, 120'W 3.0 86.4 25.2 I 92.8 53 40'N,200'W 3.0 91.0 24.2 I 97.7 54 40'N260'W 3.0 89.9 24.6 1 96.6 55 07-04-96 240'N,160'W 3.0 88.9 26.0 1 97.2 56 240'N, 100'W 3.0 88.4 25.9 1 96.6 57 240'N, 50'W 3.0 87.0 27.1 1 95.1 58 310'N, 80'W 3.0 89.1 26.1 I 97.4 59 310'N,140'W 3.0 88.9 26.6 1 97.2 60 310'N,190'W 3.0 85.9 28. I 93.9 61 310'N,240'W 3.0 86.6 27.1 1 94.6 62 07-05-96 180'N, 70'W 3.0 89.5 26.4 1 97.9 63 180'N,140'W 3.0 88.4 27.9 1 96.6 64 180'N,200'W 3.0 87.9 25.8 1 96.1 65 180'N,260'W 3.5 88.4 26.0 1 96.6C 66 240'N ,250'W 3.0 89.1 26.1 1 97.4 67 60'N, 30'W 2.3 88.4 26.8 1 96.6 68 60'N, 100'W 2.3 87.4 27.0 1 95.5 69 60'N, 180'W 2.3 88.1 28.0 1 96.3 70 60'N,240'W 2.3 86.4 26.9 1 94.4 71 07-06-96 130'N, 40'W 2.3 86.4 26.4 1 94.4 72 130'N,130'W 2.3 88.9 25.9 1 97.1 73 130'N,190'W 2.3 87.4 26.9 1 95.5 74 130'N,250'W 2.3 87.4 27.1 1 95.5 75 220'N,260'W 2.3 86.9 27.0 1 95.0 76 220,N,190'W 2.3 87.4 26.9 1 95.5 77 220'N, 110'W 2.3 88.1 26.8 1 96.3 78 220'N, 60'W 2.3 86.4 27.4 I 94.4 79 07-08-96 330'N, 40'W 2.3 88.4 26.4 1 96.6 80 330'N,100'W 2.3 87.1 26.8 1 95.2 81 330'N,180'W 2.3 88.1 27.1 1 96.3 82 330'N,260'W 2.3 87.6 26.8 1 95.7 Comments: Where tested, materials were in compliance with project specifications, unless noted otherwise. Failing test noted in lower case letter, passing retest noted in corresponding upper case letter. Footnote: (1) Measurements referenced from S.E. building corner. Distribution: (1) Minyard Properties/ Submitted by: Mr. Marion Pritchett (1) Facility Construction REED ENGINEERING GROUP, INC. Management/Mr. Dirk Harrison (1) City of Coppell/Mr. Larry Davis Original Signed By Ronald F. Reed, P.E. RFR/msm