Town Center L1B3-LR 980723 $lI Information
f. To Build On
REPORT OF FIELD COMPACTION TESTS
TESTED FOR: MIKE MORGAN PROJECT: COPPELL TOWN CENTER
LEE LEWIS CONSTRUCTION COPPEL, TX
16660 NORTH DALLAS PARKWAY
DALLAS, TX 75248
DATE: July 23, 1998 OUR REPORT NO.: 341-80053-5
---- .............. ~-- ....................... --'i~ - ' --~-'i~-72'L-~ ............................ __ ........... - -'---iL---. ......... -- ..........
TESTDATA: (2) SANDY BROWN GRAY AND TAN CLAY OPT. MOIST. = 14.0%
i ..... ,~x.~uM : ...... [ COMME.TS'
TEST TEST i SOIL ID LAB DRY * WATER WET :, DRY t PERCENT Spec 9 5 % Min
NO. DEPTH _ ~L. _ E_I.EVATION NUMBER .... DENSITY CONTENT DEN__SI__T~'_ ... D.~.N. SI_TY ___C_O__MPA__CTIO_N_ ...............
1 6" I 1ST LIFT 2 113 5 I 18.8 129 7 109.2 96.2 1 - A
--- ~ ............ t ................. ; ..............
I ' '
2 6" 1ST LIFT i 2 113.5 14.9 126.0 109.7 96.7 !1 - A
3 6" 1ST LIFT i 2 113.5 14.3 127.4 111.5 '~8.2' i-i - 'A.'
I ........?' ?.: .-~- :V] ....... ~ ......... - ...... I .................... ! .....:...i
.i 4 6" 1ST LIFTI 2 113.5 15.0 125.8 i 109.4 ~ 96.4 ~1 - A
I I !
TEST LOCATION: BUILDING PAD
~ 1 60' SOUTH OF NORTH EDGE, 20' NORTH OF EDGE
· 2 40' NORTHEAST OF SOUTHWEST CORNER
3 30' SOUTHEAST OF NORTHWEST CORNER
4 i 45' SOD~I~HEAST OF NORTHWEST CORNER
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I
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NOTES: TESTS PERFORMED PER ASTM D2922-91 & ASTM D3017-88(93) *COMMENTS: 1. FILL MATERIAL A. TEST RESULTS COMPLY WITH SPECIFICATIONS
DENSITIES SHOWN: Lbs. Per cubic foot 2. BACKFILL B. PERCENT COMPACTION DOES NOT COMPLY
WATER CONTENT: Percent of d~y weight . 3. BASE COURSE WITH SPECIFICATIONS
PERCENT COMPACTION: Base~ o~ maximum o~' 4. SUBBASE C. RETEST OF PREVIOUS TEST
density obt~lned on sample indicated by 5. SOIL CEMENT D. MOISTURE IN EXCESS OF SPECIFICATIONS
soil ID'number. 6. OTHER E. MOISTURE BELOW SPECIFICATIONS
· (2) ASTM D698
TEST INSTRUMENT: STANDARD COUNT M: D:
REMARKS: PSI did not monitor the material placement. ADJUSTMENT DATA M: D:
-. Respectfully submitted,
TECHNICIAN: JERRY RENFRO Professional Servic~ Industries, Inc.
THESE TEST RESULTS APFI.Y ONL,Y TO THE ~e~ECIFIC LOCATION8 NOTED AND MAY NOT REPRE~BEMT ANY OTHER LOCATION8 OR ELEVATIONS.
REPORT8 MAY HOT BE REPRODUCED. EXCEPT IH FI. ltL. WITHOUT WRITTEN PERMISSION BY PROFESSIONS. SERVICE INI~JSTRIE$. INC.
Professional Service Industries, Inc. · 4087 Shilling Way * Dallas, TX 75237 · Phone 214/330-9211 · Fax 214/263-2612
Information
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REPORT OF MOISTURE DENSITY RELATIONSHIP OF SOIL
TESTED FOR: MIKE MORGAN PROJECT: COPPELL TOWN CENTER
LEE LEWIS CONSTRUCTION COPPEL, TX
16660 NORTH DALLA~ PARKWAY
Di~J~I~1%S, TX 75248
DATE: July 23, 1998 OURREPORTNO.: 341-80053-4
TEST DATA
._l.i~-,~- !~ . I [ Visual Classification BROWN SANDY CLAY
124 ~'li ' I Samp,e Sou=
I _- I Method of Test ASTM D698
Rammer: Manual Method of Preparation: Dry
Test Results
~} 120 [-- Maximum Dry Density 116.5 lbs/fi:
O -J..~_/_q Optimum Moisture Content 14.0 %
U. :-~: --'
-- .... I At'mrberg Limits (ASTM 134318-93)
m ·
D I LL: 26 PL: 15 PI: 11 SpecificGmvity: 2.65 (estimate)
%~ ' Grain Size Analysis
~/} ~ - : I (ASTM C136-93 AND/OR C117-90)
, - . Sieve Percent
~' "%] I Size Passing
10 12 14 16 18 20 22 24
MOISTURE CONTENT, PERCENT OF DRY WEIGHT
REMARKS: ' Respectfully submitted,
Professional Service Industries, Inc.
REIN3RT8 MAY HOT BE REPI~OUCED, EXGEPT IN FIA.L, WITHOUT INRIT'rEN PERMIB~ION BY PRCFEBEIONAL SERVICE INDUSTRIES. INC,
^-~ e)~ Professional Service Industries, Inc. · 4087 Shilling Way · Dallas, TX 75237 · Phone 214/330-9211 · Fax 214/263-2612
PROFESSIONAL SERVICE INDUSTRIES, INC.
DRI~L~n ~ IN~P~=C~tON ~
ffRGJB~I' IMME: LIE LE~I8 ~QlIBII~UCl~N P~
C~Y ~Y ~Y ~Y C~Y
REPSEGTFULLY
PROFESSIONAL SERVICE INDUSTRIES IHt
PROFESSIONAL SERVICE INDUSTRIES, INC.
DR~.EO PIER INSPECTION RF. PORT
C~Y ~Y C~Y
REPSEG'q'FULLY SUBIMTTED,
PROFESSIONAL SERVICE INDUSTRIES, INC.