Mansions Phase 1-LR 980128 ! Rone Engineers. Inc. 1 '4 Goodnicjht Lane Tel. (972) 241-45'
Dallas."Foc Worth Dallas. Texas Metro (972) 263-1555
75229 Fax (972) 241-5174
REPORT OF FIELD COMPACTION TESTS
TESTED FOR: Western Rim Services PROJECT: Mansion By The Lake
PAGE 2 OF 2
DATE: January 28, 1998 OUR REPORT NO.: 3137-D7429-015
TEST DATA: STANDARD: 3164/709 ADJUSTMENT DATA:
MAXIMUM OPTIMUM IN PLACE IN PLACE IN PLACE
SOIL ID LAB DRY MOISTURE WET DRY MOISTURE PERCENT
TEST NO DEPTH NUMBER DENSITY CONTENT DENSITY DENSITY CONTENT COMPACTION COMMENT
9 6 012 107.3 13.2 125.9 107.2 17.5 99 1 ;A
TEST LOCATION: GAUGE MAKE: TROXLER MODEL: 3430 SERIAL NUMBER: 23467
9 BUILDING //21, WATER LINE OVER 8"
NOTES:DENSITIES SHOWN: Lbs. per cubic foot 1. FILL MATERIAL A. TEST RESULTS COMPLY WITH SPECIFICATIONS
MOISTURE CONTENT: Percent of dry weight 2. BACKFILL B. RECOMPACTION REQUIRED
PERCENT COMPACTION: Based on maximum 3. BASE COURSE C. TEST IS AFTER RECOMPACTION
dry density obtained on sample 4. SUBGRADE MATERIALS D. MOISTURE CONTENT OUT OF SPECIFICATION
indicated by soil ID number. 5. STABILIZED SUBGRADE
6. OTHER
REMARKS:
TECHNICIAN: R. Crowder VISUAL DESCRIPTION OF MATERIAL -
Dark Brown and Light Tan Clay
DISTRIBUTION:
{1) Mr. Richard E. Simmons; Western Rim Services
(1) Mr. Larry Davis; City of Coppell Kevin Tucker,
(1) Mr. Lee Stone; City of Coppell CMT Supervisor
(1) Mr. Tony Martin; Newport Classio
AS'TM D 2S22 & D3017
RONE ENGINEERS, INC.
LIMITATIONS: The test resultl presented herein wore prepared ba~ed upon the ~pecific simples provided for testing. We a~ume no respon"ibility for vmriatJon ~n quality
(cornpceition, appearance, performance, etc.) or any other feature of similar lubjec! matter provided by pereonl or condition, over which we hive no control. Our letterl
end reportl Ire for the exclusive uae of the clidntl to whom they ire eddre~ed.
c:\wpwin~report~D7429-O 15-98\ST February 3, 1998