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Westhaven 1-LR130821 Ellerbee-Walczak, Inc. Ale MrGEOTECHNICAL ENGINEERING& CONSTRUCTION MATERIALS TESTING SERVICES Laboratory C• ''pacti• Characteristics of Soil 110 EN1111111111111111111■w■.-.i_____-1►..111111.11111•111WMNIMMI∎= 108 Milli■<TI∎MMINIMPWINEMI■11111MIIIIMENIMIIII111111111111111111111111111 107 liMINNIMIN•rdfiN■■11111111W.�MMUNINIIIIIIIMOIMEMtiI■MMI 106 MIIIIIIINIIIIIIIAIII•1■7- 71N•IM••MMIIIIII7�t•�- 102 �/� n1mtlr.is 0 103 4t 101 �A _ _'_I��\__ .; 100 M��i•��[•_■_-w�----0- 9 WAN 111 MM11�,7� c 96 11111111111 95 L_ 94 0 s 1I 91 a111��— I�a.�- --mar 89 1 88 67 6 7 8 9 10 11 12 3 14 15 18 17 18 19 20 21 22 23 24 25 28 27 Percent Moisture Soli: Cement treated rddish brown silty sand Optimum Moisture°k: 12.6 Maximum Dry Density P.C.F.: 110.1 Penetrometer Reading: 4.5 4.5 4.5 2.5 0.25 Classification Method: ASTM D-2487 or 2488 Report#: P-2866 Project: Westhaven Company: Gilco Contracting Date: 8/21/2013 Technician: Bret W Dickerson Jr Location: Banbury sta.6+50 Proctor Test Method: ASTM D558A Rammer: Mechanical Atterberg Limits: Non-Plastic Comment: Distribution: Gilco Contracting-Leia Hubbard ItfAi Stan Walczak,President eill Lawrence,Jr. P.E. Texas Firm No. F-4610 4501 Broadway Ave. • P.O. Box 14809 • Haltom City,Texas 76117 Office 817-759-9999• Fax 817-759-1888 Page 1 of 1 Ellerbee-Walczak, Inc. GEOTECHNICAL ENGINEERING& CONSTRUCTION MATERIALS TESTING SERVICES Laboratory Compaction Characteristics of Soil 104 103 192 tot 109 0 99 it 98 97 96 95 3 94 i g3 0 92 91 90 89 88 1 10 11 12 11 14 15 18 17 18 19 20 21 22 23 24 28 Percent Moisture Soil: Cement treated dark brown silty sand Optimum Moisture%: 16 Maximum Dry Density P.C.F.: 102.8 '✓ Penetrometer Reading: 4.5 4.5 3.5 1 0 Classification Method: ASTM 0-2487 or 2488 Report#: P-2865 / Project: Westhaven / Company: Gilco Contracting Date: 8/21/2013 ' Technician: Bret W Dickerson Jr FJ Location: Banbury sta. 1+50 Proctor Test Method: ASTM D558A Rammer: Mechanical Atterberg Limits: Non-Plastic Comment: Distribution: Gilco Contracting-Leia Hubbard Stan Walczak,President ell!Lawr ce,Jr. P.E. Texas Firm No. F-4610 4501 Broadway Ave. • P.O. Box 14809 • Haltom City,Texas 76117 Office 817-759-9999 • Fax 817-759-1888 Page 1 of 1 Elierbee-Walczak, Inc. GEOTECHNICAL ENGINEERING& CONSTRUCTION MATERIALS TESTING SERVICES Laboratory Compaction Characteristics of Soil 108 107 106 105 . ii JM1► 103 w: 103 -i••r/:7.11111111111.111h.. Li /i♦/%r/a��� 102 moramoriiiriarammommommorb. aj 101 a 7 100 1111111111W111111Wil17, 99 ��i'7��i♦�� iiiiiiiir-i♦i/at1�i♦�� 98 j 97 ra _'�► r J_�ii♦7 98 !r >. 95. D 93 92 j 91 1 1 90- 89 - 9 10 11 12 13 14 15 18 17 18 19 20 21 22 23 24 25 26 Percent Moisture Soil: Cement treated dark red silty sand Optimum Moisture Density it 15.5.Maximum Dry Density P.C.F.: 106.7 /f e41 Penetrometer Reading: 2.5 45 125 0 0 ((]/nr Classification Method: ASTM D-2487 or 2488 /7° ) Report#: P-2864 Project: Westhaven Company: Gilco Contracting Date: 8/21/2013 Technician: Bret W Dickerson Jr Location: Sta 2+00 Terrace Proctor Test Method: ASTM D558A Rammer: Mechanical Atterberg Limits: Non-Plastic Comment: Distribution: Gilco Contracting-Lela Hubbard Stan Walczak, President N ill La ,Jr. P.E. Texas Firm No. F-4610 4501 Broadway Ave. • P.O. Box 14809 • Haltom City,Texas 76117 Office 817-759-9999 • Fax 817-759-1888 Page 1 of 1 Ellerbee-Walczak, Inc. GEOTECHNICAL ENGINEERING& CONSTRUCTION MATERIALS TESTING SERVICES Report Number: 29-2233-13-03gradcem Report of: Gradations of Cement Modified Soils Client: Gilco Contracting Project: Westhaven Date: 08/21/13 Technician: Bret Dickerson Minimum Requirement: 60% Passing#4 Sieve % PAS 'G SAMPLE NO. #4 IEVE LOCATIONS 1 88 Banbury Sta. 6+50 2 94 Banbury Sta. 3+50 3 80 Banbury Cul-de-sac Sta. 1+50 4 81 Terrace St Sta. 2+00 5 89 Terrace St Sta. 5+00 NOTE: UNLESS OTHERWISE NOTED 100% PASSING 1" SIEVE i 11 0 y 4 2t2 _a'/.ate--4- e-',ze;:';---4 i Stan Walczak, President t` . Neill awrence, Jr., '. `1. /kr Texas Firm No. F-4610 Cc: Gilco—Leia Hubbard leia©gilcocontracting.com 4501 Broadway Ave. • P.O. Box 14809 • Haltom City,Texas 76117 Office 817-759-9999 • Fax 817-759-1888