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Minyard-LR 891226
Deltatek Engineering Technical Consultants December 26, 1989 Mr. Hershel Higgins Minyard Food Stores 777 Freeport Parkway Coppell, Texas 75019 Reference: Parking Areas B & F In-Place Density Report AREA B PROCTOR: 115.9 P.C.F. @ 12.9% (dark brown sandy clay) 118.2 P.C.F. @ 13.8% (dark brown sandy clay w/gravel) 116.5 P.C.F. @ 11.0% (brown clayey sand w/rootlets) 116.0 P.C.F. @ 11.3% (dark brown sandy clay w/rootlet) LOCATION DENSITY MOISTURE MAX. DENSITY (P.C.F.) (%) (%) 1. 15'W.,17'S.of N.E. Corner 119.5 10.9 101.1 2. 48'W.,89'S.of N.E. Corner 119.8 10.9 101.4 3. 176'S.,9'W.of N.E. Corner 121.0 10.7 102.3 4. 33'W.,231'S.of N.E. Corner 116.1 7.9 99.7 5. 8'W.,34'N.of S.E. Corner 119.5 10.4 101.1 6. 49'W.,56'N.of S.E. Corner 117.0 12.1 98.9 7. 82'E.,10'N.of S.W. Corner 121.6 8.9 102.9 8. 12'E.,14'N.of S.W. Corner 119.3 10.8 100.9 9. 36'E.,85'N.of S.W. Corner 111.8 18.9 96.5 11615 Forest Central Drive, Suite 2068, Dallas, Texas 75243 Phone (214) 348-2239 Continued Page 2 LOCATION DENSITY MOISTURE MAX. DENSITY (P.C.F.) (%) (%) 10. l14'E.,126'N.of S.W. Corner 118.1 8.2 99.9 11. 78'E.,219'N.of S.W. Corner 120.0 9.1 101.5 12. 122'S.,16'E.of N.W. Corner 110.9 7.1 95.7 13. 68'E.,108'S.of N.W. Corner 111.2 9.6 95.9 14. 96'E.,14'S.of N.W. Corner 111.7 8.8 96.3 15. 7'S.,8'E.of N.W. Corner 112.2 7.8 96.7 AREA F 16. 98'N.,45'W.of S.E. Corner 100.1 21.6 101.3 17. lO'N.,21'W.of S.E. Corner 98.8 .16.3 100.0 18. 38'N.,103'W.of S.E. Corner 97.0 20.4 98.2 19. 22'N.,79'E.of S.W. Corner 92.7 20.0 93.8 20. Retest of No. 31 94.8 21.2 96.0 21. 30'E.,94'N.of S.W. Corner 94.5 17.6 98.4 22. 147'N.,3'E.of S.W. Corner 91.2 22.0 95.0 23. 204'N.,16'E.of S.W. Corner 92.5 18.8 96.3 24. 35'E.,169'S.of N.W. Corner 92.8 19.7 96.7 25. 22'E.,l12'S.of N.W. Corner 94.9 22.7 96.0 26. 30'S.,28'E.of N.W. Corner 96.5 18.8 97.7 27. 298'S.,66'E~of N.W. Corner 93.3 21.9 97.2 28. 180'W.,15'N.of N.E. Corner 95.1 15.8 99.0 29. 40'S.,107'W.of N.E. Corner 97.9 15.5 99.1 30. 35'W.,ll'S.of N.E. Corner 94.5 25.4 98.4 MOISTURE-DENSITY CURVE MAXIMUM DRY DENSITY: 98,8 PCF OPTIMUM MOISTURE : 21.0 TEST METHOD : ASTM-D698 SOIL DESCRIPTION Lime treated brown sandy clay 100- : . 96- 94 -/ lO 14 18 22 26 30 MOISTURE CONTENT - (%) MINYARD FOOD STORES PARKING PROJECT: FACILITY EXPANSION JOB NO.: 89-270 DATE: 12-18-89 COPPELL, TEXAS CLIENT~ Minyard Food Stores LOCATIONs PLATE 7 DELTATEK ENGINEERING CONSULTANTS MOISTURE-DENSITY CURVE MAXIMUM DRY DENSITY: 96,0 PCF OPTIMUM MOISTURE : 96 - ~TEST METHOD ' 22.9 % ~ ASTM-D698 / ~ Lime treated dark brown 94 - X ~ 92 - ~ 90:- X 88 - / 10 14 18 22 26 30 MOISTURE C0NTENT - (X) MINYARD FOOD STORES PARKING PKOJEGTFAcILITY EXPANSION JOB N0.~89-270 DATE~2-18-89 ~ COPPELLv TEXAS CLIENT's Minyard Food Stores L0CATION~ DELTATEK ENGINEERING CONSULTANTs FLATE 8