Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
W Sandy Lk Addn-LR050815
GEOTECHNICAL AND 1~ R r-'l I I p ENVIRONMENTAL CONSULTANTS REPORT OF FIELD DENSITY TESTS Sandy Lake 121 944 Sandy Lake Road CoppelI, Texas REPORTED TO: MC II Development Company, Ltd. 3811 Turtle Creek Blvd, Suite 730 Dallas, Texas 75219 ATTN: Mr. Richard Crow CONTRACTOR: McFadden & Miller REPORT NO. 42 REPORT DATE: 08-15-05 REG PROJECT NO. 12130 TECHNICIAN: M. Silva PAGE: 1 of 2 Proctor ASTM No. Standard 1 D-696 2 D-696 3 D-698 4 D-698 5 D-698 6 D-698 7 D-698 Description Optimum Maximum Moisture, % Density, PCF 14.6 107.7 19.8 100.4 23.9 96.4 13.2 112.7 17.7 104.6 18.1 103.3 12.8 106.7 Brown sandy clay Reddish brown sandy clay Red clay Reddish brown silty clay Brown clay (lime-treated) Reddish brown sandy clay (lime-treated) Red sandy clay Test Depth Below Final S. G. No. Date Location (feet) 161 06-17-05 162 163 164 165 166 167 06-20-05 168 169 170 171 172 173 174 175 176 177 178 179 180 181 Plumbing Line: 50'S, 10'E(1) Plumbing Line: 50'S, 100'E(1) Plumbing Line: 50'S, 190'E(1) Plumbing Line: 12.2/G Plumbing Line: 12.2/C Plumbing Line: 12.2/A Bldg Pad: 40'E 110'S(1) Bldg Pad: 45'E 230'S(1) Bldg Pad: 35'E 350'S(1) Bldg Pad: 110'E 55'S(1) Bldg Pad: 105'E 110'S(1) Bldg Pad: 115'E 230'S(1) Bldg Pad: 120'E 350'S(1) Bldg Pad: 110'E 420'S(1) Bldg Pad: 200'E 60'S(1) Bldg Pad: 220'E 180'S(1) Bldg Pad: 210'E 250'S(1) Bldg Pad: 220'E 325'S(1) BIdg Pad: 200'E 400'S(1) Bldg Pad: 240'E 50'S(1) Bid9 Pad: 250'E 120'S(1) Field Field Density Moisture Proctor (pcf) (%) ID 1.0 96.4 20.8 2 1.0 97.1 21.2 2 1.0 95.8 22.3 2 1.5 98.1 20.4 2 1.5 97.6 21.5 2 1.5 97.0 21.3 2 0.0 99.3 22.8 5 0.0 96.7 23.0 5 0.0 99.4 22.8 5 0.0 102.5 19.5 5 0.0 99.2 22.4 5 0.0 99.7 22.6 5 0.0 99.3 24.4 5 0.0 103.4 16.6 5 0.0 99.4 21.5 5 0.0 103.4 17.2 5 0.0 99.3 20.6 5 0.0 99.3 24.5 5 0.0 99.8 26.1 5 0.0 99.2 24.9 5 0.0 101.0 19.8 5 Compaction Level (%) 96.0 96.7 95.4 97.7 97.2 96.6 95.0 95.3 95.0 98.0 95.0 95.3 95.0 98.9 95.0 98.9 95.0 95.0 95.4 95.0 96.6 2424 STUTZ DR · SUITE 400 " DALLAS, TX 75235 * rE~ [214] 350 5600 * F^X [214] 350 0019 REPORT NO. 42 REPORT DATE: 08-15-05 REG PROJECT NO. 12130 PAGE: 2 of 2 Comments: Where tested, materials were in compliance with project specifications. Footnote: (1) Measurements referenced from N.W. corner of proposed building. Mail Distribution: (1) MC II Development Company, Ltd/ Mr. Richard Crow (1) Halff Associates/Mr. Dave Littleton (1) Azimuth Architecture/Mr. John Taylor (1) McFadden & Miller/Mr. Jon Jacobson Submitted by: REED ENGINEERING GROUP, LTD. Original Signed By Keith E. Atkins Manager, CMT AE/mg