Mansions Phase 1-LR 980429 (10)Rone Engineers, Inc. 1 "-"4 Goodnight Lane Tel. (972) 241-451''~' RoneEn i ., ers
Dallas/Fort Worth Dallas, Texas Metro (972) 263-1555
75229 Fax (972) 241-5174
REPORT OF FIELD COMPACTION TESTS
TESTED FOR: Western Rim Services PROJECT: Mansions By The Lake
PAGE 1 OF 2
DATE: 04/29/98 OUR REPORT NO.: 3137-D7429-192
TEST DATA: STANDARD: 31 87 ~ 61 9 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
1 6 11 111.8 13.4 121.9 105.7 15.3 95.1% 4A
2 6 11 111.8 13.4 120.9 107.2 12.8 95.9% 4A
3 6 11 111.8 13.4 114.9 100.5 14.3 89.9% 4A
4 6 11 111.8 13.4 122.1 106.6 14.5 95.3% 4A
5 6 11 111.8 13.4 123.8 110.1 12.4 98.5% 4A
6 6 11 111.8 13.4 122.3 106.7 14.6 95.4% 4A
7 6 11 111.8 13.4 125.6 110.4 13.8 98.7% 4A
R Fi 11 I I I R 1 :~ zt 1 ?R ? 1 ¢~ct ~ I zl. ~ q7 Roi, ~.A
TEST LOCATION: GAUGE MAKE: TROXLER MODEL: 3430 SERIAL NUMBER: 24675
1 SUBGRADE - 15' NORTH & 15' WEST OFF SOUTHEAST CORNER OF BUILDING PAD #18. 7TH LIFT.
2 SUBGRADE - 20' SOUTH & 20' WEST OFF NORTHEAST CORNER OF BUILDING PAD #30. 7TH LIFT.
3 SUBGRADE - 25' SOUTH & 15' WEST OFF NORTHEAST CORNER OF BUILDING PAD #16, 7TH LIFT.
4 SUBGRADE - 20' SOUTH & 20' WEST OFF NORTHEAST CORNER OF BUILDING PAD #19. 7TH LIFT.
5 SUBGRADE - 25' NORTH & 15' WEST OFF SOUTHEAST CORNER OF BUILDING PAD #20. 7TH LIFT.
8 SUBGRADE - 20' NORTH & 10' WEST OFF SOUTHEAST CORNER OF BUILDING PAD #21. 7TH LIFT,
7 SUBGRADE - 25' NORTH & 15' WEST OFF SOUTHEAST CORNER OF BUILDING PAD #20. 7TH LIFT.
8 SUBGRADE - 30' SOUTH & 15' EAST OFF NORTHWEST CORNER OF BUILDING PAD #19. 7TH LIFT.
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
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: K. Mustafa VISUAL DESCRIPTION OF MATERIAL -
Dark & Light Brown Clay Mix.
DISTRIBUTION:
(1) Mr. Richard E. Simmons; Western Rim Services
(1) Mr. Larry Davis; City of Coppell
(1 ) Mr. Mike Hodge; City of Coppell
(1 ) Mr. Tony Martin; Newport Classic
(1) Mr. Doyle Damron; C. D. Construction Consulting ~
Mike Fuller,
D 2922 & D3017 CMT Supervisor
RONE ENGINEERS, INC.
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
Icomposition, appearance, performance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters
and reports are for the exclusive use of the clients to whom they are addressed.
c:\wpwin\reports\D7429-192-98\SH May 5, 1998
Rone Engineers, Inc. 1,,~"~4 Goodnight Lane Tel. (972) 241-45~, RoneEn a l
Dallas/Fort Worth Dallas, Texas Metro (972) 263-1555
75229 Fax (972) 241-5174
REPORT OF FIELD COMPACTION TESTS
TESTED FOR: Western Rim Services PROJECT: Mansions By The Lake
PAGE 2 OF 2
DATE: 04/29/98 OUR REPORT NO.: 3137-D7429-192
TEST DATA: STANDARD: 3187 (~ 619 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 11 111.8 13.4 125.4 109.6 14.4 98.0% 4A
10 6 11 111.8 13.4 121.1 108.2 11.9 96.8% 4A
11 6 11 111.8 13.4 120.6 107.6 12.1 96.2% 4A
TEST LOCATION: GAUGE MAKE: TROXLER MODEL: 3430 SERIAL NUMBER: 24675
9 SUBGRADE - 15' SOUTH & 15' EAST OFF NORTHWEST CORNER OF SWIMMING POOL. 7TH LIFT.
10 SUBGRADE - 20' NORTH & 15' WEST OFF SOUTHEAST CORNER OF BUILDING PAD #16. RETEST.
11 SUBGRADE - 25' SOUTH & 16' WEST OFF NORTHEAST CORNER OF BUILDING PAD #16. 7th LIFT.
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: K. Mustafa VISUAL DESCRIPTION OF MATERIAL -
Dark & Light Brown Clay Mix.
DISTRIBUTION:
(1) Mr. Richard E. Simmons; Western Rim Services
(1) Mr. Larry Davis; City of Coppell
(1) Mr. Mike Hodge; City of Coppell
(1) Mr. Tony Martin; Newport Classic
(1) Mr. Doyle Damron; C. D. Construction Consulting
ASTM D 2922 & D3017 CMT Supervisor
RONE ENGINEERS, INC.
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality (composition, appearance, performance,
etc.) or aily other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and reporta are for the exclusive uae of the clients to whom they are addressed.
c:\wpwin\reportstD7429-192-98\SH May 15, 1998