Chicken Express-LR080604
l"'!~;ll1iformntion
~.,. .To Build On
Engineering. eonsulllng · n,stIng
REPORT OF FIELD COMPACTION TESTS
(NUCLEAR METHOD)
DATE:
June 04, 2008
PSI REPORT NO.: 341-80040-8
TESTED FOR:
RANDY HYNES
RANDY HYNES GENERAL CONTRACTOR
101 TRINITY VIEW RD
WEATHERFORD, TX 76087
PROJECT:
TEST DATA:
(7) Reddish Brown Sandy Clay OPT. MOIST. = 14.5%
I
i MAXIMUM COMMENTS'
TEST TEST SOILID LAB DRY * WATER WET DRY PERCENT Spec. 95% Min
I NO. MODE/DEPTH ELEVATION NUMBER UNIT WEIGHT CONTENT UNIT WEIGHT UNIT WEIGHT COMPACTION
:
i 1 8" FG-4.0' 7 115.5 12.9 132.3 117.2 101. 5 2 - A
!
t 2 8" FG-4.0' 115.5 12.6
I 7 130.4 115.8 100.3 2 - A
i
i t l
,
I
,
i
TEST LOCATION: Building Area
1 8' East by 15' North of Southwest Corner I
2 12' West by 20' South of Northeast Corner
!
I
I
NOTES: TESTS PERFORMED PER ASTM D2922 & ASTM D3017
UNIT WEIGHTS SHOWN: Lbs. per cubic foot (pcf)
WATER CONTENT: Percent of (jry weight
PERCENT COMPACTION: Based on maximum dry unit weight
obtained on sample indicated by soillD number
.COMMENTS: 1. FILL MATERIAL
2. BACKFILL
3. BASE COURSE
4. SUBBASE
5. SOIL CEMENT
6. OTHER
A TEST RESULTS COMPLY WITH SPECIFICATIONS
B. PERCENT COMPACTION DOES NOT COMPLY
WITH SPECIFICATIONS
C RETEST OF PREVIOUS TEST
D MOISTURE IN EXCESS OF SPECIFICATIONS
E MOISTURE BELOW SPECIFICATIONS
* (7) ASTM D698 METHOD A
TEST INSTRUMENT: Troxler, 3430, 28352
REMARKS: PSI did not monitor the material placement.
Moisture Requirements: -2/+3%
STANDARD COUNT M: 653
ADJUSTMENT DATA M:
D: 2058
D:
TECHNICIAN: Neil Jaegers
Respectfully submitted,
Professional Service Industries, Inc.
cc: Hynes; Davis; Stone
~ 1\7/2~ 9
~
THESE TEST RESULTS APPLY ONL Y TO THE SPECIFIC LOCATIONS NOTEO AND MAY NOT REPRESENT ANY OTHER LOCATIONS OR ELEVATIONS
REPORTS MAY NOT BE REPROOUCED. EXCEPT IN FULL. WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC
PSI A.10Q-2 (5)F
Professional Service Industries, Inc.. 4087 Shilling Way. Dallas, TX 75237. Phone 214/330-9211 . Fax 214/467-0031