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Freeport NIP(5.1)-LR 970922 (2) GEOTECHNICAL Ah, D ~ R ~--~ I I ~ ENVIRONMENTAL CONSULTAh, T$ REPORT OF FIELD DENSITY TESTS Freeport North, Tract 5 Royal Lane and Gateview Boulevard Coppell, Texas REPORTED TO: M.E.P.C. American Properties, Inc. REPORT NO. 61 15303 Dallas Parkway, Suite 100, LB 10 REPORT DATE: 09-22-97 Dallas, Texas 75248 REG PROJECT NO. 2959.1 ATTN: Mr. Robert Ahmuty TECHNICIAN: B. Woolwine CONTRACTOR: McFadden & Miller, Inc. ............. ........... ............................... ....................... ::::::::::::::::::::::: :;~:;:~:~-?.-~.~:~:':;:~::.:;:~::[: :~;:.:..-:./.-~::.::[~:::-::.~::-~:~:~::x:~: :;:.~:.,.::::~?~.:~.!:- ::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: :::::::::::::::::::::::::::::::::::::::::::::::::::::::::: ::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: ........ ' '.'-.'.,'-- .......· .' - - · --'.-':+-.--~-. -,'~-:h:"~ .-×~-~+~+-- -.' '-' ~ '-"*:'-". -"-'-' ,..;~....; ................................. .'..... - · ".~'-- ..... '-'---~-..-- - -.+.-.., ..... : --'----'---'~ ':'-".:.- -' :::. .......... ......................... ............ ............. ..... ..... 1 D-698 Dark gray and brown clay 20.3 99.3 2 D-698 Dark gray clay (lime treated) 23.8 89.2 3 D-698 Yellowish-brown clay w/calcareous nodules 19.0 103.0 4 D-698 Reddish-brown clayey sand 12.0 112.0 :~ ~=~::::~:~:~:~:::~:~:~:~:~:E:~:%~:::~:~:~G::~:~:~:~:~:~:~:~:~: ~:A,:.::....¥::.:~¥~::::~:::::::::::::::::::::::::::::::::::::::::::::::::::: ~::: .: ' ' ~::: :::::: : ::::::: :::: ' ' - -::=:::: . ' : ::=: : ...- ' ' ' . - .: ~' ======================================================================================================= :::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: :::::::::::::::::::::::::::::::::::::: 239 09-1~97 Panel Leav, Out: 150'N, I'E (1) 0.0 110.9 12.3 4 99.0 240 Panel Leav, Out: 300'N, I'E (1) 0.0 110.7 12.8 4 98.9 241 Panel Leave Out: 450'N, 1 'E (1) 0.0 112.0 13.3 4 100.0 242 Paving SG: 30'N, 40'E (2) 0.0 94.7 21.7 I 95.3 243 Paving SG: 40'N, 200'E (2) 0.0 95.9 20.6 I 96.5 244 Paving SG: 40'S, 40'W (2) 0.0 96.7 22.2 I 97.3 245 Paving SG: 200'S, 40'W (2) 0.0 97.0 22.1 1 97.6 Comments: Whe~ 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. Distribution: (1) M.E.P.C. AmeH~n Prope~ies, Inc./ Submitted by: Mr. Robe~ Ahmuty (1) McFadden & Miller, Inc./ REED ENGINEERING GROUP, INC. Mr. Jon Jacobson (1) Meinhardt & Quintana/ Original Signed By Mr. David Meinhardt (1) City of Coppell/Mr. Lar~ Davis (1) City of Coppell/Mr. Lee Stone Ronald F. Reed, P.E. RFRysh 2424 STUTZ DR. · SUITE 400 - DALLAS. TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019