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Home My WebLink AboutP-29424Ellerbee-Walczak Inc. off GEOTECHNICAL ENGINEERING & CONSTRUCTION MATERIALS TESTING SERVICES Laboratory Compaction Characteristics of Soil 103 103 101 - � 100 \ ` � 97 +-; 98 97 C 9C 91 94 92 92 91 \,N 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 Percent Moisture Soil: Optimum Moisture %: Maximum Dry Density P.C.F Penetrometer Reading: Classification Method: Report #: Project: Company: Date: Technician: Location: Proctor Test Method: Rammer: Atterberg Limits Test Method: Liquid Limit: Plastic Limit: Plasticity Index: Comment: rectoMarti nez, n ez, General Manager Grey and tan clay ( Chemical Injected ) 21.7 101.7 4.5 4.5 3.5 2 1 ASTM D-2487 or 2488 (CH) P-29424 Wright Construction Office Wright Construction Co, Inc 2/16/2022 Joshua H Guiles Stockpile ASTM D-698A Mechanical ASTM D-4318-05 51 24 27 Distribution: Wright Construction Co, Inc - Ashley Wright N ALaence, Jr Texas Firm No. F-4610 4501 Broadway Ave. • P.O. Box 14809 • Haltom City, Texas 76117 Office 817-759-9999 • Fax 817-759-1888 33 P-29424 Page 1 of 1