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PA9901-LR081119 GME ! CONSULTING SERVICES, INC. Atterberg Limit Test Report 2530 Electronic Lane, Suite 710 Dallas, Texas 75220 Phone (214) 351 -5633 Fax (214) 351 -5680 Project Information Project Name: Wagon Wheel Park Storage Building GME Project No.: 08.05.0269 -0004B Client Name: City of Coppell Date: 11/19/08 Laboratory Number: S -7036 Sample Type: 3/8" Crushed Concrete - Flexbase Laboratory Sample Location Sample Description P.I. Meet Number Spec. 5 -2036 Delivered from Big City 3/8" Crushed Concrete - 26 No* Concrete Flexbase *Sample was approved by soils engineer. Distribution: GME Technician JV Reviewed By: nmc GME -4 CONSULTING SERVICES, INC. Sieve Analysis Report 2530 Electronic Lane, Suite 710 Dallas, Texas 75220 Phone (214) 351 -5633 Fax (214) 351 -5680 Project Name: Wagon Wheel Park Storage Building GME Job No: 08.05.0269 - 0004A Client Name: City of Coppell Date Sampled: 11/18/2008 Location: Date Complete: 11/19/2008 Lab Number: S -2036 GME Technician: JV Initial Dry Weight: 2200 g Tare Weight: 0 g Sieve No. Size of Weight Cumulative Cumulative Cumulative ASTM Job Spec. Opening Retained Weight Percent Percent Spec. Cumulative % Retained (gm) Retained Passing Retained 2" 2" 1 ' /z„ 1 , 1" 1" 3 " 3,/4 5/8" 5/8" %z" /z 3/8" 3/8" 258.28 258.28 11.74 88.26 -- <5°. %e I 1, /a )f /a 11 4 4.76 mm 492.67 750.95 34.13 65.87 -- 15 -35% 8 2.38 mm 10 2.00 mm 516 1266.95 57.59 42.41 -- 25 -45% 12 1.68 mm 16 1.19 mm 20 0.84 mm 25 0.71 mm 30 0.59 mm 40 0.42 mm 737.98 2004.93 91.13 8.87 -- 40 -65% 50 0.30 mm 70 0.21 mm 100 0.15 mm 173.93 2178.86 99.04 0.96 -- 200 0.07 mm 16.63 2195.49 99.79 0.21 -- >80% Pan 3.5 2198.99 99.95 0 -- Remarks: 3/8" Crushed Concrete Flexbase Distribution: Approved by Soils Engineer DZ Mail: City of Coppell Jamail & Smith Construction Reviewed by:nmc ���� GME Representative: Jennifer Vandagriff