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Freeport NIP(2.4)-LR 970530 (4) GEOTECN'N~CAL AND J~ F~ ~ J_J ~ E NVI~ O'NI~ E %ITA._ CONSUL-ANTS REPORT OF FIELD DENSITY TESTS Parkwest Center II Airline Drive at Beltline Road Coppell, Texas REPORTED TO Insignia Commercial Group REPORT NO. 1 7557 Rambler Road, Suite 1300 REPORT DATE: 05-30-97 Dallas, Texas 75231-4167 REG PROJECT NO. 3486.1 ATTN: Ms. Trish Mehis TECHNICIAN: R. Thompson T. Belew CONTRACTOR: Bob Moore Construction i'.~;.i:iP~t~i!:!.'~J-i'~: !:'::ASTM.::i~:!.:::J':: ~:.:~ ::~ ~'~.i .i. ~..~ ?:~::.!~ ::i ::i::::i;. :::-!':::: .' :: .:..'..' i~:~ J ..... 0~i~u~:i: ..::i:. :.~::?.~::i.i:M~i~::: '-::'i 1 D-698 Dark gray clay 20.8 92.3 2 D-698 Yellowish brown clayey sand 14.7 111.4 3 D-698 Reddish brown clayey sand 14.1 114.2 4 D-698 Light brown clayey sand 13.1 113.7 5 D-698 Dark gray and brown clay 26.4 94.4 6 D-698 Yellowish brown clayey sand 10.5 123.0 7 D-698 Yellowish red clayey sand 9.5 126.5 i!te~t:~i- ~:: ~i':::i ;-~:::i'::: :~:~::i :-?: ?~ !: i:ii: ~:. ~: i':?~i::':.I i: i':~ ii. i'~:: :i' :~' i F~i'n~i::S~ ~:;~i :: :?~::~i~: :~ M°i~::.'! :~[°~::i::~ ii~°~P~"~i°~i .......... ' 1 05-07-97 120'N,35'E(1) 1.7 91.0 30.5 5 96.4 2 120'N,105'E(1) 1.7 94.0 28.3 5 97.0 3 120'N,175'E(1) 1.7 96.7 27.4 5 98.0 4 120'N,245'E(1 ) 1.7 91.2 30.6 5 96.6 5 120'N,315'E(1) 1.7 91.0 30.0 5 96.4 6 120'N,385'E(1 ) 1.7 91.9 27.8 5 97.4 7 190'N,350'E(1) 2.2 90.1 27.5 5 95.4 8 190'N,280'E(1) 2.2 90.7 29.5 5 96.0 9 190'N,210'E(1) 2.2 88.9 26.6 5 94.2 10 190'N, 140'E(1) 2.2 92.0 28.8 5 97.5 11 190'N,70'E(1 ) 2.2 91.2 28.1 5 96.6 12 260'N,70'E(1 ) 2.7 89.6 29.9 5 94.9 13 260'N,140'E(1) 2.7 89.2 30.0 5 94.5 14 260'N,210'E(1) 2.7 85.1 32.1 1 92.2 15 260'N,280'E(1) 2.7 87.2 33.9 5 92.4 16 260'N,350'E(1) 2.7 89.8 29.6 5 95.1 17 330'N,350'E(1) 3.2 89.4 29.5 5 94.7 18 330'N,280'E(1) 3.2 87.5 33.0 5 92.7 19 330'N,210'E(1) 3.2 89.6 30.5 5 94.9 20 05-07-97 330'N,140'E(1) 3.2 90.3 30.1 5 95.7 2424 STUTZ DR. · SUITE 400 · DALLAS. TX 75235 · 'rE_ [214] 350 5600 · =.',X [214] 350 0019 ::ii'ii~ii:,-i:i ~'~: ::-i ii:~:?!: i:': ~ii-:.!ii ~: ~'~ii!:,:i~ '~'-:: ',~:i ii-~::~ii'?: i::i::::-i?i'ii:.::ii:-ii~i:~' i:-' i::.?:! !:' ::' :i:.~i: :i' i i.li'ii:~i.!i.!i.!i.!i':-i-i:!i~i~ii~i:i:~iii~ii'ii- ~iii:~i-ii ~i~-ii.iii:,i i~',i::~i~i~i.ii i,ii~:?~a~[~: ::i:~ ?~t[i~::'i 68 05-19-97 200'N,20'E(1) 0.0 122.0 9.2 6 99.3 69 130'N,50'E(1) 0.0 123.3 11.4 6 100.4 70 130'N.120'E(1 ) 0.0 123.4 8.8 6 100.5 71 200'N,110'E(1) 0.0 122.5 9.7 6 99.8 72 270'N,120'E(1) 0.0 121.7 12.2 6 99.1 73 400'N,40'E(1) 1.5 92.4 29.3 5 97.9 74 470'N, 120'E(1 ) 1.5 92.5 28.6 5 98.0 75 450'N,200'E(1 ) 1.5 90.2 28.4 5 95.6 76 450'N,270'E(1) 1.5 91.3 27.3 5 96.7 77 400'N,320'E(1) 1.5 90.2 30.3 5 95.6 78 420'N,390'E(1) 1.5 92.1 30.2 5 97.6 79 520'N,70'E(1) 2.2 92.1 29.6 5 97.6 80 520'N.150'E(1) 2.2 92.2 28.3 5 97.7 81 520'N,220'E(1 ) 2.2 91.3 29.7 5 96.7 82 520'N,290'E(1 ) 2.2 92.5 29.7 5 98.0 83 520'N,350'E(1) 2.5 89.7 31.8 5 95.0 84 520'N,390'E(1) 2.7 91.1 28.2 5 96.5 85 600'N,375'E(1 ) 2.8 88.7 32.0 5 94.0 86 600'N,300'E(1) 3.5 88.9 32.8 5 94.2 87 600'N,230'E(1) 2.8 88.1 32.2 5 93.3 88 630'N, 160'E(1 ) 3.2 90.1 31.3 5 95.4 89 630'N,90'E(1) 2.8 92.7 30.5 5 98.2 90 630'N,20'E(1) 2.5 92.4 26.8 5 97.9 91 05-28-97 55'N, 40'E(1) 0.6 119.1 12.4 2 97.0 92 55'N, 120'E(1) 0.8 124.0 9.5 3 97.9 93 55'N,220'E(1) 0.8 122.4 10.5 3 96.7 94 60'N,320'E(1) 0.8 121.9 9.6 3 96.3 95 20'N,320'E(1) 0.8 125.7 8.5 3 99.3 96 20'N,280'E(1) 0.8 119.8 10.0 2 97.6 97 20'N,200'E(1) 0.8 119.4 11.2 2 97.2 98 20'N,100'E(1) 0.8 119.0 11.6 2 96.9 99 20'N, 30'E(1) 0.8 116.6 11.9 2 95.0 100 250'S, 45'E(2) 1.5 87.6 33.0 5 92.8 101 250'S,100'E(2) 1.5 88.9 33.5 5 94.2 102 250'S,150'E(2) 1.5 88.6 33.3 5 93.9 103 250'S,200'E(2) 1.5 89.3 32.1 5 94.6 104 250'S,250'E(2) 1.5 87.6 30.0 5 92.8 105 250'S,300'E(2) 1.5 89.2 30.0 5 94.5 106 350'N, 35'W(3) 0.0 119.0 8.7 2 96.9 107 350'N,150'W(3) 0.0 118.7 10.2 2 95.0 108 350'N,200'W(3) 0.0 118.2 9.8 2 96.3 109 350'N,250'W(3) 0.0 117.2 9.6 2 95.4 110 350'N,300'W(3) 0.0 116.9 10.2 2 95.2 111 350'S,350'W(3) 0.0 117.8 11.0 2 95.9 112 450'N,350'W(3) 0.0 117.5 9.2 2 95.7 113 450'N,300'W(3) 0.0 117.6 10.0 2 95.8 114 05-28-97 450'N,250'W(3) 0.0 116.7 8.8 2 95.0 ", i:~i~-! :. :.' 'i '.'?,ii'!::' :.'i?~:i'~: ?.i ??~'.' 'i'; :, i ~, i ', 'i i '??: ~! ii i~ ~iii~ii:::-~::i:~i[ii~i i::i.i.6e~sii~ ::'"'. !.!:~!i~i~:i i'i-i ~ ~[~;i::'~'i: ~ ~:~ii~i' i :::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: ======================================================== :::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: '~...-..: ::.':i :.':'~j: :~:-::::::::::::::::::::::::::: ::."::i'.::'i::'::'i:.: :::::i::::. :.:"!"~!:::i-~::: ~.:: ~.~:o,: . ~.~ :: Da~e:: ..~ ~.:::~.:..~::::~:~ ~ !Lo~A'~!:~.~ ::~ i~ :: ::.~:::.~:::.~:(~t~.:::~-:: ~.::.~ ::~::~:::~pcf}~ ~ :-:~ ~ ~ ~-~(~ ~-~):::~ ~.:::~ :::~::~.~::~:~::~:!D~.:::~-~:::~:~t:~::::~e!~.~'./6):~ 115 450'N,200'W(3) 0.0 117.0 9.2 2 95.3 116 450'N,100'W(3) 0.0 116.9 9.9 2 95.2 117 450'N, 30'W(3) 0.0 116.7 9.7 2 95.0 118 05-29-97 60'N,340'W(3) 0.0 120.8 8.7 3 95.4 119 35'N.275'W(3) 0.0 116.9 8.6 2 95.2 120 60'N,200'W(3) 0.0 117.9 8.5 2 96.0 121 60'N,120'W(3) 0.0 118.2 8.5 2 96.3 122 60'N,50'W(3) 0.0 122.5 8.6 2 96.6 Comments: Where tested, materials were in compliance with project specifications. Footnotes: (1) Measurements referenced from S.W. building corner. (2) Measurements referenced from N.W. building corner. (3) Measurements referenced from S.E. building corner. Distribution: (1) Insignia Commercial Group/ Submitted by: Ms. Trish Mehis (1) Hardy McCullah/MLM Architects/ REED ENGINEERING GROUP, INC. Mr. Norman Coates (1) TenEyck*Merritt*Barnett*Pitt/ Original Signed By Mr. Frank Merritt (1) Bob Moore Construction/ Mr. Ed T. McGuire Ronald F. Reed, P.E. (1) City of Coppell/Mr. Lee Stone RFR/cav ~/1,~City of Coppell/Mr. Larry Davis