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Town Oaks Center-LR 840920 D-FW Engineering & Testing, Inc. P 0 Box 1247 · Euless. Texas 76039 t 2~t 7 Phone 8~ 7-540-2622 C~NCRETE TEST CYLINDER REPORT CLI~T: Minyards/Univest (JV) JOB NO.: 84-127R/1~74 PROJECt: Townoaks Centre/Retail Shell CYLINDER DATE AGE SLUMP, TOTAL CIIMPRESS~ IDENTIFICATION LOCATION 5~ADE DAYS INCHES LOAD,LBS. STR~G*fH,psi 1-A Pour #5 9/13 7 5½" 82,000 2900 75 Cu. Yds. 1-B Pour #5 9/13 7 5½" 82,500 2918 75 Cu. Yds. CYLINDERS MADE BY: D-FW Engineering & Te~ting, Inc. SP~CIFICATICNS: 3000 PSI @ 28 Days Date of Break: 9-20-84 D-FW Engineering & Testin& Inc. ,. D-FW Engineering & Testing, Inc. PO Box i247. Eu~ess. Texas 76039 1247 Phone 817 540 2622 FIELD CO~U?ACTION REPORT CLIENT: Mlnyards/Univest (JV) PRDCTOR: 110.7 @ 16.0 P~: Townoaks Centre/Retail Shell P~ ]%IJt~J3ER: 84-1273/1274 WATER DRY ,.'.~'cX. OPT. TEST LOCATION AND DEPUH CONT. DF~. % DRY MOIST. NO. , OR LIFT ' SOIL ' (%) ' (PCF) ' CC~.?;'. ' Di~. ' CO~. Ditchline Brown Clayey Sand Station 1+25 w/Gravel 1 Surface 18.2 109.5 98.9~ 110.7 16.0 Ditchline Brown Clayey Sand Station 2+50 w/Gr~vel ~ S. rf~ae 14.9 108.2 97.7 110.7 16.0 Ditnhline Brown Clayey Sand ,qtati on ~+~f] w / Gray..] ~ ~,~,f~n~ 16.7 105.9 95.6 110.7 16.0 Ditchline Brown Clayey Sand Station 5+00 w/Gravel I 4 Surface 16.0 108.8 98.2 i 110.7 16.0 Ditchline Brown Clayey Sand Station 8+00 w/Gravel 5 2nd l.ift 15.5 108.6 98.1 110.7 16.0 S h i n . INSPi3CTOR DglIE