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Riverside Church-LR 940422 PROCTOR TEST REPORT C~J,'-'..-'e Nc,. : fZrc~ect: F'....esice Church of Christ Locot [o'"' L'~e Stcb zed Subgrmde ~!~..//~D~rh' */- 7:' R'emo ~ k s: t~GINT~R~, INC. ~omp'.e-d f-om s'ob I zed soil ofter linG; mixir, g M&T~;.&. DESC~I ~T~ON Descr:~t:c,n- ,D~ E[te Mec. ~rown Cloy' Lime Stob'l ized C ossi f 'c:t ions: cSCS: AASt~TC-: ~-:~:. L'o':~t. = 25.0~ Sp.G. ~ 2.e5 L q..:d Lira: t = ~lcs: ;c- t-.' I~'.ae~ ..... · . ~.n G >- ~ .... ) - ~.u p~t ~. ~ .... f [ L.,at :mum mo~stb~'e = 2b. ; ~ , 2.~. i I 40 : ;~: N ~ ........ :, ......, ...... ~ ~ . . . .... ~ .-~ : ' ' :'' '~~X~ -~'.~ ~c c~,~',. F,~',~. ._: .... q ~~-: : i , - F- L ............. ,~ ~ ..... ~ ~-~ · - ~-.. i ........ ~ ~ ; ~ ~ ' _. :- ..I __ ~ ~ . - ~- ~ ~ ~ , _ ; .- _~ ~ .... ~__ · ~ ~- ~ - __ _..__. ; J _ :_~'_ ~_j~, ~ _.'~. ',-~"~ ~ . - ~, ,-~-~ .. - ~-~ .... ' - ' ' , ~ :: ~ ~ ~ '' ' - : i ; ~ '-7' .... i · I~ : ~ ~ ,-i ....... ... -Z: ~ ! C ~ fi. '2 3 .7 ff ~ '~. : ~ .i :" --.-.. _ff ~ . ENGhNEERING. hNC. 474';' Irving P,c~l~.ard. S~ite 206 Dallas. Texas 75247 Client: Riverside Church of Christ Date: 04/22/94 Project No. 43-1069-94 Project: Riverside Church of Christ Report No. 940142 Coppell, Texas Client No. Laboratory Test Method: ASTM D-698 Moisture Optimum Density Requirement M/D No. Material Desk_ri_Pt_ion ...................... _% .... (PCF) -' i_M__.oi§ture Density 1 Medium brown clay lime treated 29.7 90.0 +/-2 95% Field Test Method: ASTM D-2922/D-3017 FIELD DENSITY TEST M/D Moisture Dry Density Density Te__s_t_. N 0_.__- Test Location ...................... No. % ........ .(.p_C_ !~) ............. % Test Of: Pavement Subgrade I Final. south end drive area at cast end 1 34.5* 89. l 99.0 of building line 2 Final, south end drive area at west end 1 24.9* 87.8 97.5 ...._..~-" of building at grass area Complies except where noted (*). Technician: Dennis Taylor start: 12:00 pm Stop: I:00 pm HBG ENGINEERING, lNG. Report Distribution: 302KG This re=o-'1, =s excl.:s;ve:'..' fc' t:'e use cf lhe zl ertl mdica!ed a~o'~'e anc Sr,~'l nclte re.~roct:ceC exce;;: ,n :'ull ¥,dr~out the v, ri'.ten aF..provai of HBG En.~;neer:n~, Inc. EN'GINF_E. RING, INC. 4747 lr~ing Boulevard, Suite 206 Dallas, Texas 75247 Client: Riverside Church of Christ Date: 04/22/94 Project No. 43-1069-94 Project: Riverside Church of Christ Report No. 940143 Coppell, Texas Client No. Test Location: Gradation on lime stabilized pavement subgrade. Specification Requirements: Minimum Passing 100 Sieve: 1 1/2" Minimum Passing 60 Sieve: ~4 Sample Condition: Total Sieve Size: 1 1/2" Sieve Size: ~ Test Sample Weight Percent Percent Weight Percent Percent No. Test Location Weight Retained Retained Passing Retained Retained Passing 1 North side parking, west end next to grass area 10 lbs. 0 0 100 4.5 lbs. 45 55* 2 Retest for #1 this date 10 lbs. 0 0 100 4 lbs. 40 60 3 West side parking area in the north- west corner 10 lbs. 0 0 100 3.6 lbs. 36 64 Complies except where noted (*). Technician: Dennis Taylor Start: 1:00 pm Stop: 2:00 pm HBC ENGINEERING, lNG. Report Distribution: ~~ 303KG This recoil ,5 exclus:ve-y for the use of ;he o evt ,n~.cated above ana sha',l not be reproduced except ~n fdl w~:Pcl.;; -'.'~e wrilten apr. rcval of HBC Eqglreen~g. Inc.