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ST9302-LR010810 REPORT OF FIELD COMPACTION TESTS ALPHA TESTING, INC. 2209 Wisconsin St,, Suite 100 Dallas, Texas 75229 972/620-8911 - 972/263-4937 (Metro) FAX: 972/406-8023 TESTED FOR CITY OF COPPELL DATE 08/10/01 COPPELL, TEXAS PROJECT SANDY LAKE ROAD PROJ. NO. ST 93 OUR REPORT NO. 98881-211 COPPELL, TEXAS TEST DATA: * MOISUTRE APPROVED BY CITY RERESENTATIVE TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT NO DATEDEPTH'~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT* % PCF % PCF 652 08/10/01 FG-0.8 4 11.0 119.7 13.1 117 98 2-A 653 08/10/01 FG-0.8 4 11.0 119.7 12.4 122 102 654 08/10/01 FG-0.8 4 11.0 119.7 15.4 120 100// 2-A"J~ 655 08/10/01 FG-0.8 4 11.0 119.7 11.3 124 104 ~._ ~ 656 08/10/01 FG-0.8 4 11.0 119.7' 13.9 117 98 2-A 657 08/10/01 FG CITY PROCTOR 10.0 125 10.2 128 102 4-A 658 08/10/01 FG C~TV PROCTOR 10.0 125 10.9 129 103 4-A TEST LOCATION: 652 40' S & 40' W FROM NW CORNER OF INTERSECTION OF SANDY LAKE AND MACARTHUR BLVD. 653 25' N & 15' W FROM SE CORNER OF INTERSECTION OF SANDY LAKE AND MACARTHUR BLVD. 654 10' N & 30' E FROM NE CORNER OF INTERSECTION OF SANDY LAKE AND MACARTHUR BLVD. 655 '50' S & 35' W FROM NE CORNER OF INTERSECTION OF SANDY LAKE AND MACARTHUR BLVD. 656 50' S & 5' W FROM NW CORNER OF INTERSECTION OF SANDY LAKE AND MACARTHUR BLVD. 657 45' N & 25' W FROM NE CORNER OF INTERSECTION OF SANDY LAKE AND MACARTHUR BLVD. 658 50' S & 30' W FROM NW CORNER OF INTERSECTION OF SANDY LAKE AND MACARTHUR BLVD. CC ED BELL CONSTRUCTION 1 F,LL * A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS 2 NATURAL SUBGRADE B PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS itted 3 LIME STABILIZED C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS 4 CEMENT TREATED D RETEST ALF~A'~E~lJ~IG, INC ©ur l(,sl ,esults & repofls are for the exclusive use of the Client {and their designaled recipients on file ir~ our office) and shall nol be reproduced and/or distributed except~,~vlth expr~s ~pproval of ALPHA The use of ~u~ 'lame & lest resulls must 'ece~ve our written approval" fesl results & reports apply only to the samples tested and/or observed al~d are not indicative of the qualities of apparently identical or similar spec4mens Geotechnica! Engineering / Construction Materials Testing /? Environmental Engineering /~ Consulting REPORT OF FIELD COMPACTION TESTS ALPHA TESTIN( , INC. 2209 Wisconsin St., Suite 100 Dallas, Texas 75229 972/620-8911 - 972/263-4937 (Metro) FAX; 972/406-8023 TESTED FOR CITY OF COPPELL DATE 08/10/01 COPPELL, TEXAS PROJECT SANDY LAKE ROAD PROJ. NO. ST 93 OUR REPORT NO. 98881-21 lA COPPELL, TEXAS TEST DATA: TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT NO DATEDEPTH'~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT* % PCF % PCF 659 08/10/01 FG crr¥ PROC~'OR 10.0 125 11.4 129 103 4-A TEST LOCATION: I 659 130 W & 10' S FROM SE CORNER OF INTERSECTION OF SANDY LAKE AND MACARTHUR BLVD. CC ED BELL CONSTRUCTION j//~/, I FILL * A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATION 2 NA. TLJRAL SUBGRADE B PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS ©ur it,st ~esults & reports are for Ihe exclusive use of the Client (and their designated recipients on file in our office) . and shall not be reproduced and/or d~strib o ,f ALPHA The use of oL,~ ,~ame & test resets musl receive our written approval Test results & reports apply only to Ihe samples tested and/or observed and are hal indicalive al or s~m~lar sgec~mens Geotechntcal Engtneering/ Construction Materials Testing / Environmental Engineering / Consulting