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Minyard-LR 961125 GEOTECI-",IICAL AND J~ ~ J~ U ~ E I,, w RO N H E',~TAL CONSbLTAN-S REPORT OF FIELD DENSITY TESTS Minyard's Facility Expansion Freeport Parkway and Bethel Road · Coppell, Texas REPORTED TO: Minyard Properties REPORT NO. 68 P.O. Box 518 REG PROJECT NO. 2891.1 777 Freeport Parkway REPORT DATE: 11-25-96 Coppell, Texas 75019 TECHNICIAN: B. Steadman ATTN: Mr. Marion Pritchett J. Gray CONTRACTOR: Facility Construction Management, Inc. 1 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 4 D-698 Reddish-brown clayey sand 12.6 115.6 5 D-698 Tan clayey sand 14.4 112.2 6 D-698 Crushed gray limestone, flexbase 8.4 132.7 7 D-698 Brown sandy clay, lime-treated 24.3 93.4 :'~:T~t-;:::i !'i:.i;i-:i:i ~.'i i-:i..i::~ ~:.~.~:i;:::.~..i.:i:i:i;?~:~.~:~?~i:~iii:i:;::~i:~..~i:~.~?~:~i.~i~i.:i..i..i~.i ': 252 10-15-96 90'S, 2'W(1) 0.0 114.2 12.3 4 98.8 253 60'S, 2'W(1) 1.5 99.2 23.3 1/2 97.8 254 170'S, 2'W(1) 0.0 115.6 12.8 4 100.0 255 325'S, 2'W(1) 2.2 105.8 18.7 2 95.1 256 200'S, 3'E(1) 1.2 110.5 12.3 2 99.3 257 Sanitary Sewer/ 0.0 108.5 16.3 2 97.5 250'S, 3'E(1) 258 Electrical backfill/ 0.0 112.5 14.3 4 97.3 35'S, 40'W(2) 259 10-16-96 Electrical backfill/ 0.0 111.8 15.5 4 '96.7 35'N, 55'W(2) 260 Electrical backfill/ 0.0 118.2 13.6 4 102.2 35'N,120'w(2) 261 Electrical backfill/ 0.0 114.0 15.2 4 98.6 35'N,175'W(2) 262 Sanitary Sewer/ 1.0 104.1 17.6 2/3 98.8 50'N, 3'E(2) 263 Sanitary Sewer/ 0.0 96.6 21.0 1/2 95.3 60'N, 3'E(2) 2424 STUTZ DR. · SUITE 400 · DALLAS. TX 75235 · TE. [214] 350 5600 · FAX [214] 350 0010 :~.::~&~St ~ ::: :.~ :: ~ ~: "ii: .~..~:~:::ii~:~i ::?.:i..i ~' ::~ i::' :~::~:.:::?:;:?.-.i:.:.i.~.i.~-i.:: i.i:Eiifi::~i.~::.~i;~i~?~::?~:?~'~'i{~:?-i:'~MOistui~&'~ '::~t~- :: :.~i~cti~ :ii-i:i.~!: :::: :.-. :: i:~ ii:~at~i?~ ;. ~'.;:i:~??'~:?.~6i:ati~!!:!il .ii .::i'.:i:'.:'i.'.'-i:.i~ii..:ii?i:.ii:. i :.:: i..ipcf):' :. ~ ~:' ~ii:. 'ii: i!i-li-~ ~)i;.-i i:.i:' ii:.:?.i'l~.?! i.~ :.:iii :lL:~i.:(%i. 264 10-18-96 10'S, 5'E(3) 1.8 118.2 12.8 4 102.2 265 15'S. 10'E(3) 1.0 117.0 12.2 4 101.2 266 Water Backfill/ 1.0 91.7 27.4 3 92.3 15'N, 5'W(1) 267 35'N,425'W(2) 0.0 119.3 11.5 4 103.2 268 35'N,S50'W(2) 0.0 115.7 12.3 4 100.1 269 31'N. 60'W(2) 3.0 74.5 35.1 1 81.4 270 30'N, 25'W(2) 0.0 106.6 12.9 5 95.0 271 10-24-96 75'S, 15'E(4) 0.0 90.2 29.6 7 95.2 272 150'S.100'E(5) 0.0 92.0 27.2 7 97.0 273 200'S(3) 0.0 90.3 26.9 7 95.3 274 80'S(3) 0.0 81.5 32.5 7 86.0 275 70'S, 20'W(4) 0.0 88.5 29.9 7 93.4 276 30'N. 75'W(4) 0.0 92.6 25.2 7 97.7 277 250'N, 75'W(4) 0.0 92.0 23.5 7 97.1 278 10-25-96 S.S. line backfill 1.7 98.0 22.8 3 98.6 HH.5-4.5 279 S.S. line backfill/ 2.0 85.9 33.2 I 97.8 HH.5~5.7 Comments: Where tested, materials were in compliance with project specifications. Footnotes: (1) Measurements referenced from N.E. corner of building addition. (2) Measurements referenced from S.E. corner of building addition. (3) Measurements referenced from N.W. corner of pump house building. (4) Measurements referenced from S.W. corner of building addition. (5) Measurements referenced from S.W. corner of existing building. Distribution: (1) Minyard Properties/ Submitted by: Mr. Marion Pritchett (1) Facility Construction Management/ REED ENGINEERING GROUP, INC. Mr. Dirk Harrison ~4~ City of Coppell/Mr. Larry Davis Original Signed By (1) City of Coppell/Mr. Lee Stone (1) Facility Construction Management/ Ronald F. Reed, P.E. Mr. Bill Moultrie RFR/msm (1) Facility Construction Management/ Ms. Terry Fernandez (1) Dalcan, Inc./Mr. Jim Renaud