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Park West Crossing-LR160813 GRADATION REPORT Report Number:94151183.0248 Service Date:08/13/168901 Carpenter Fwy Ste 100 Report Date:08/23/16 Dallas, TX 75247-4547 214-630-1010 Reg No: F-3272 ClientProject ML Realty PartnersPark West Crossing - Phase 2 Attn: Timothy GeislerSEC Freeport Pkwy & Southwestern Blvd One Pierce Pl Ste 450WCoppell, TX Itasca, IL 60143 Project Number: 94151183 SERVICES:Performed gradation tests on lime treated soil.SPECIFICATION REQUIREMENTS: 100 Minimum Passing 1 3/4” Sieve (%): 85 Minimum Passing 3/4” Sieve (%): TEST METHOD:TEX 101-E, part III 60 Minimum Passing #4 Sieve (%): Field Moist Sample Condition: TEST LOCATION:Paving between Bldg. E & Bldg. F, see attached sketch TEST3/4” SIEVE#4 SIEVE LOCATION NO.% PASSING% PASSING 1Test #1, see attached sketch10066 2Test #2, see attached sketch10063 3Test #3, see attached sketch10061 68 4Test #4, see attached sketch100 Services: Perform gradation tests on lime stabilized soil. Terracon Rep.: Martinez, Andres Reported To: Contractor:Structure Tone Southwest Report Distribution: (1) ML Realty Partners, Timothy Geisler(1) City of Coppell TX, Matthew Mabry (1) Halff Associates Inc, Hunter Starkey(1) ML Realty Partners, John Benson Reviewed By:____________________________________ (1) O?Brien Architects , Richard Nordyke(1) Structure Tone Southwest Inc., Damon James D. Baze Renaud (1) Structure Tone Southwest Inc., Robin (1) TechniStructures, Jason Owens Project Manager Povey The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 1dgr CT0001, 9-28-10, Rev.8