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Coppell Trade 3-LR140130 REEM I EI-IGIr7EERIr1G GEOTECHNICAL AND G R O U P ENVIRONMENTAL CONSULTANTS REPORT OF FIELD DENSITY TESTS Coppell Trade Center III Sandy Lake Road and Freeport Parkway Coppell, Texas pli - 2 za1 REPORTED TO: Holt Lunsford Commercial REPORT NO. 2 5055 Keller Springs Road, Suit- a r, REPORT DATE: 01-30-14 Coppell, Texas / REG PROJECT NO. 19397 ATTN: Mr. Ken Neman TECHNICIAN: A. Chairez PAGE: 1 of 2 CONTRACTOR: Mycon General Contractors Proctor ASTM Optimum Maximum No. Standard Description Moisture, % Density, PCF 1 D-698 Reddish brown clayey sand 10.6 120.8 2 D-698 Brown sandy clay 13.9 114.1 3 D-698 Brown clayey sand 15.7 111.9 4 D-698 Gray clay 19.5 114.0 5 D-698 Reddish brown sandy clay 17.1 108.8 6 D-698 Yellowish brown clayey sand 13.8 115.8 Depth Below Field Field Test Final S. G. Density Moisture Proctor Compaction No. Date Location (feet) (pcf) (%) ID Level (%) 1 01-25-14 Bldg Pad: 25'S, 15'E(1) 14.5 104.5 20.4 3 93.3 2 Bldg Pad: 25'S, 16'E(1) 14.0 112.7 13.1 1 93.2 3 Bldg Pad: 25'S, 17'E(1) 13.5 106.7 17.5 2 C 93.5 4 Bldg Pad: 25'S, 18'E(1) 13.0 107.7 '17.4 2 94.3 5 Bldg Pad: 25'S, 19'E(1) 12.5 102.7 21.8 5 � 94.3 6 Bldg Pad: 25'S, 20'E(1) 12.0 105.7 16.8 2 92.6 7 Bldg Pad: 25'S, 21'E(1) 11.5 107.1 18.3 2 93.8 8 Bldg Pad: 25'S, 22'E(1) 11.0 105.9 21.3 4 92.8 9 Bldg Pad: 25'S, 23'E(1) 10.5 107.5 22.9 4 94.2 10 Bldg Pad: 25'S, 24'E(1) 10.0 107.5 21.5 4 94.2 11 01-27-14 Bldg Pad: 20'S, 40'E(1) 9.5 109.5 17.1 2 I 96.0 12 Bldg Pad: 20'S, 41'E(1) 9.0 112.7 12.8 1 I, 93.2 13 Bldg Pad: 20'S, 42'E(1) 8.5 113.7 ,13.8 1 \ 94.1 14 Bldg Pad: 20'S, 43'E(1) 8.0 104.6 18.4 3 93.4 15 Bldg Pad: 20'S, 44'E(1) 7.5 108.0 15.7 2 94.6 16 Bldg Pad: 20'S, 45'E(1) 7.0 107.5 17.8 2 94.2 17 01-28-14 Bldg Pad: 20'S, 65'E(1) 6.5 109.6 17.6 6 94.6 18 Bldg Pad: 20'S, 66'E(1) 6.0 105.4 20.1 3 94.1 19 Bldg Pad: 20'S, 67'E(1) 5.5 109.3 17.2 6 94.3 20 Bldg Pad: 20'S, 68'E(1) 4.5 107.0 17.4 6 92.4 21 Bldg Pad: 20'S, 69'E(1) 4.0 101.4 21.9 5 93.1 22 Bldg Pad: 40'S, 150'E(1) 16.0 104.0 19.2 3 92.9 23 Bldg Pad: 40'S, 151'E(1) 15.5 108.9 17.9 6 94.0 24 Bldg Pad: 40'S, 152'E(1) 15.0 102.8 20.8 5 94.4 25 Bldg Pad: 40'S, 153'E(1) 14.5 100.6 21.7 5 92.4 2424 STUTZ DR. • SUITE 400 • DALLAS, TX 75235 • TEL [214] 350 5600 • FAX [214] 350 0019 REPORT NO. 2 REPORT DATE: 01-30-14 REG PROJECT NO. 19397 PAGE: 2 of 2 Depth Below Field Field Test Final S. G. Density Moisture Proctor Compaction No. _ Date Location (feet) (pcf) (%) ID Le el (%) 26 01-28-14 Bldg Pad: 40'S, 154'E(1) 14.0 109.6 17.2 6 94.6 27 Bldg Pad: 30'S, 80'E(1) 3.5 109.3 17.8 6 94.3 28 Bldg Pad: 30'S, 81'E(1) 3.0 107.5 '17.4 6 92.8 29 Bldg Pad: 30'S, 82'E(1) 2.5 109.6 17.2 6 94.6 30 Bldg Pad: 20'S, 210'E(1) 13.5 102.1 20.1 5 93.8 31 Bldg Pad: 21'S, 210'E(1) 13.0 103.9 18.8 3 92.8 32 Bldg Pad: 22'S, 210'E(1) 12.5 106.4 22.6 4 93.3 33 Bldg Pad: 23'S, 210'E(1) 12.0 109.3 17.3 6 94.3 Comments: Where tested, materials were in compliance with project specifications. Footnote: (1) Measurements referenced from NW building corner. E-Mail Submitted by: Distribution: (1) Holt Lunsford Commercial/ Mr. Ken Newman REED ENGINEERING GROUP, LTD. (1) Mycon General Contractors/ Registration Number F-3114 Mr. Ryan Stoll (1) Mycon General Contractors/ Original Signed By Mr. Al Arjona (1) Mycon General Contractors/ Bill Woolwine Ms. Carla Wolfe Sr. Manager, CMT (1) AGE Associates/Mr. Cody Bain BW/mg (1) Macatee Engineering/ Mr. Dayton Macatee Mail Distribution: (1) City of Coppell/Mr. Larry Davis