Burch Lot 1-LR 950613TESTED FOR:
~'',~~ Professional Service Industries, Inc.
N
REPORT OF FIELD COMPACTION TESTS
ATTN: JOHN GESEK PROJECT: RIVIERA PROPERTIES/ACE HARDWAR
RIVIERA PROPERTIES/ACE COPPELL, TEXAS
105 SAND POINT
COPPELL, TX 75019
DATE: June 13, 1995 OUR REPORT NO.: 337-50013 -00009
TEST DATA: (00005) Dark brown and red brown clayey sand OPT. MOIST. = 14.51;
E
~
G
TEST
SOIL ID
LA8 DRY *
wnrr:n
WET
DRY
I
PERCENT ~ COMMENTS'
i Spec
951; Mln
~
NO.
- - - DEPTH _,
----- -ELEVATION
-- - - - - _ NUMBER _ DENSITY CONIENi DENSITY ~
DENSITY COMPACTION I ,
1 1
6
inches
F.L
I 5
113.0
14.7
125.9
109.8 ~
97.2
!1 f
- A j
~._--- - ___ I- ---._ -- -~
I
2
i
I
6
inches
F.L
5
113.0
15.1
126.7
110.1;
97.4
1
I
I
A
- - ,_ _ - _- --- --- --- __.
-- i _ _- - _-- -- - ---~
3 6 inches F.L ~ 5 113.0 14.9. 128.0 1
111.4 98.6 it - A
i
4 6 -
i
h - -
F
L I
~ 5
I __
1._
__ nc
es
_ - -_-- .
---- - - _ _ _.
_ _. 113.0 14.5 125.4 109.5 96.9 1 -
A
5 ~
6
inches
F.L
5
113.0
15.5
126 2
109 3
96 7 i
'1
- A I
__ _ _~
6 16 inches F.L L 5 ~ 113.0 14.5 126.51 110.5
TEST LOCATION: Building pad '
1 North center of building pad
2 South center of building pad
3 Northeast corner of building pad
-- -- -
I 4 Northwest corner of building pad
5 Southwest corner of building pad
i 6 i Southeast corner of building pad ,.
__ ~ i _ _ _ - ------- ---- ___I
97.8 ~l - A
NOTES: TESTS PERFORMED PER ASTM D2922-97 8 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 dry weight. 3. BASE COURSE WITH SPECIFICATIONS
PERCENT COMPACTION: BaseU on maximum dry 4 SUBBASE C. RETEST OF PREVIOUS TEST
densiy obtained on sample indicated by 5. SOIL CEMENT D. MOISTURE IN EXCESS OF SPECIFICATIONS
soil ID number. 6. OTHER E. MOISTURE BELOW SPECIFICATIONS
* (00005) ASTM D 698 Method A
TEST INSTRUMENT: STANDARD COUNT M: D:
REMARKS: PSI DID NOT MONTTOR THE FILL PLACEMENT. ADJUSTMENT DATA M: D:
F.L = Final lift
TECHNICIAN: M. Tatarko
cc: QUALITY SERVICES GROUP
THESE TEST RESULTS RELATE ONLY TO THE SPECIFIC TEST LOCATIONS NOTED. PSI IS N07 RESPONSIBLE FOR ANY OTHER LOCATION OR ELEVATION.
REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERM19510N 8Y PROFESSIONAL SERVICE INDUSTRIES. INC.
Respectfully submitted,
Professional Service Industries, inc.
PsiA.,oo.zca>F 2556 Grave! Drive • Fort Worth, TX 76118 • 817/284-3783 • Fax 817/284-8942
,~
TESTED FOR
~~~ Professional Service Industries, Inc.
REPORT OF FIELD COMPACTION TESTS
ATTN: JOHN GESEK PROJECT: RIVIERA PROPERTIES/ACE HARDWAR
RIVIERA PROPERTIES/ACE COPPELL, TEXAS
105 SAND POINT
COPPELL, TX 75019
DATE: June 13,,1995 OUR REPORT N0.:337-50013-00008 PAGE 2 OF 2
TEST DATA: {00005) Dark brown and red brown clayey sand OPT. MOIST. = 14.5$
- _ _ _. I--- . _ I _ . _ __ _ __ _.
MAXIMUM
TEST TEST ~ i SOIL ID LAB DRY * WATER WET i DRY PERCENt SpeCOMMENTS• 951r Mlri
NO DEPTH I ELEVATION - NUMBER DENSITY CONTENT DENSITY ~ DENSITY COMPACTION I
7 i 6 inches 1st lift 5 ~ 113.0 14.1 118.31 103.7 ~ 91.8 1 B - E
- - I - _- -- ------ -- -- - -_ - - I __ i _ _ - - - -- --~
8 i 6 inches 1st lift i 5 ~ 113.0 14.5 128.4 112.1 99.2 1 - A - C
__ I_ __ _____ ____._ -..--_-. _ _ __ __._ _ _ _-
9 I; 6 inches 5th lift ~ 5 113.0 14.5 124.3 108.6 96.1 1 - A
-_ i---- - _- r----- _---__ -- -- -_ __._. - - -- ---- --------
j 10 ~ 6 inches 1st lift ~ 5 113.0 14.7 ~ 123.2 107.4 95.0 1 A
--
_.._ - _
- ~ --
I __ - ----------------------
I_-- ~ _- -_-- __ _--~ ---- I ----_~_ _ _- , _ _ _---__--- --~
TEST LOCATION: Building pad
I __ _-- ----- -- _ - -- __ __.
7 9' west building line center
8 9' west building line center retest of test #7
9 5' east building line 30' south
---- --- -- - ---- - -
10 30' south building line 15' west
~ ~ -----~------- ~ _ _----_Eg_gg.TT_. -g---L-gg- MMpp` y~ryy~~ }}{{ gpg~ ppIICgq77 pp
NOTES: DENSITIES SHOWN l.bsRpescub~ f~2.6t 8 ASTM Da017-E8(W3) 'COMMENT: 2. BA~KFIL ~RIAt, B~ PERCENTI~OTtJIPA~TI~N DOTE8 NOT COII\ARL9NS
WATER CONTENT: Percent of dry weight, 3. BASE COURSE WITH SPECIFICATIONS
PERCENT COMPACTION: Based on maximum dry 4. SUBBASE C. RETEST OF PREVIOUS TEST
density obtained on sample indicated by 5. SOIL CEMENT D. MOISTURE IN EXCESS OF SPECIFICATIONS
soi11D number. 6. OTHER E. MOISTURE BELOW SPECIFICATIONS
* (00005) ASTM D 698 Method A
TEST INSTRUMENT: STANDARD COUNT M: D:
REMARKS: PSI DID NOT MONITOR THE FILL PLACEMENT. ADJUSTMENT DATA M: D:
TECHNICIAN: M. Tatarko
cc: QUALITY SERVICES GROUP
Respectfully submitted,
Professional Service Industries, Inc.
TNESE TEST RESULTS RELATE JNLY TO THE SPECIFIC TEST LOCATIONS NOTED. PSI IS NOT RESPONSIBLE FOR ANV OTHER LOCATION OR ELEVATION.
REPORTS MAY NOT BE REPRODUCED. ExCEPT IN FULL. WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES. INC.
PSI A-100-Z (sSF 2556 Gravel Drive • Fort Worth, TX 76118 • 817/284-3783 • Fax 817/284-8942
~~~ Professional Service Industries, Inc.
N
REPORT OF FIELD COMPACTION TESTS
x
TESTED FOR: ATTN: JOHN GESEK PROJECT: RIVIERA PROPERTIES/ACE HARDWAR
RIVIERA PROPERTIES/ACE COPPELL, TEXAS
105 SAND POINT
COPPELL, TX 75019
DATE: June 13, 1995 OUR REPORT NO.: 337-50013 -00008 PAGE 1 OF 2
TEST DATA: (00005) Dark brown and red brown clayey sand OPT. MOTST. 14.50
!
TEST ~
TEST
- SOIL ID i MA%IMUM
U1B DRY *
'
WATER
WET
ORY
PERCENT ~
I S COMMENTS'
pec . 9 5 ~ Min
i NO. OEPTN ELEVATION NUMBER ~ DENSIT
Y CONTENT DENSITY DENSITY COMPACTION
1 6 inches 7th lift 5 ; 113.0 14.9 129 4~ 112.6 99.6 I1 - A
~
- __ _ _ - - ------- ---- - - - -- -- + --- r _ - i - - ----- ------ - --
2 6 inches 7th lift 5 113.0 15.5 125.4 ~ 108.6 96.1 1 - A
3 6 inches 2nd lift 5 113.0 14.5 . ~ 124.1 108.4 95.9 1 - A
4 I
__ - ---1 6
--_ inches
-_. 2nd lift 5 113.0 14.8 126.1 109.8 97.2 1 - A
5 I 6
~ inches 8th lift 5 113.0 14.8 126.9 110.5 97.8 1 - A
-
- -- _ ~--
---- _.--- --
-1 f- ----_ --- ----- -- _ -
I
r--- -__.~- -----~
6 ! 6 inches 8th lift I 5 ! 113.0 14.6 127.7', 111.4 98.6 ,1 - A i
- - -.~._...__ ._.-_..__....-~-- ------------ -- -__---- -_ .' ----. -- _._._------------------J
TEST LOCATION: Building pad
l~ 25' east of west building line 50' south of north
i
2 i 25' east of west 30' north of building line
3 ~ 20' west of building line 20' south
f _ ---~ __- -- -- -
4 i 20' south building line 15' west
5 j 30' north building ine 10' east
-- _-
6 ~ 30' east building line 20' south ,
NOTES: TESTS PERFORMED PER ASTM 02622.01 @, ASTM D3017-88(93) •COMMENTS: 1, FILLL MATERIAL A. 7 T REgU Tg C MP(~Y yyT~{ gPE~! !CATIONS
DENSITIES SHOWN: Lbs, per cubic foot 2. BACKFILL B. P~RCENT C~MPA~TION DOES NOT ~OMPLY
WATER CONTENT: Percent of dry weight, 3. BASE COURSE WITH SPECIFICAT ONS
PERCENT COMPACTION: Based on maximum dry 4. SUBBASE C. RETEST OF PREVIOUS TEST
density obtained on sample indicated by 5. SOIL CEMENT D. MOISTURE IN EXCESS OF SPECIFICATIONS
soil ID number. 6. OTHER E. MOISTURE BELOW SPECIFICATIONS
* (00005} ASTM D 698 Method A
TEST fNSTRUMENT: STANDARD COUNT M: D:
REMARKS: PSI DID NOT MONITOR THE FILL PLACEMENT . ADJUSTMENT DATA M: D:
Respectfully submitted,
TECHNICIAN: M. Tatarko Professional Service Industries, inc.
cc: QUALITY SERVICES GROUP
THERE TEST RESULTS RELATE ONLY TO THE SPECIFIC TEST LOCATIONS NOTED. PSI IS NOT RESPONSIBLE FOR ANV OTHER LOCATION OR ELEVATION.
REPOR73 MAY NOT BE REPRODUCED. E%CEPT IN FULL, WITHOUT WRITTEN PERMISSION BV PROFESSIONAL SERVICE INDUSTRIES, INC.
PSI A-100-z IJ)F 2556 Gravel Drive • Fort Worth, TX 76118 • 817/284-3783 • Fax 817/284-8942
~~~ Professional Service Industries, Inc.
REPORT OF FIELD COMPACTION TESTS
,,
TESTED FOR: ATTN: JOHN GESEK PROJECT: RIVIERA PROPERTIES/ACE HARDWAR
RIVIERA PROPERTIES/ACE COPPELL, TEXAS
105 SAND POINT
COPPELL, T}C 75019
DATE: June 13, 1995 OUR REPORT NO.: 337-50013-00009
TEST DATA: {00005) Dark brown and red brown clayey sand OPT. MOIST. = 14.58
~
TEST ~ TEST SOIL ID
N0. J DEPTH ELEVATION NUMBER
_--- -i--- ------- - --- - MAXIMUM
LAB DRY *
DENSITY
- -
WATER WET
CONTENT DENSITY COMMENTS I
DRY PERCENT I Spec . 9 5 $ Mlri j
.DENSITY COMPACTION _____ __ __
1
-- _ ~ -- - --- -
1 ~ 6 inches F.L j 5 113.0 14.7 125.9 1
109.8; 97.2 !1 - A
2 ` 6 inches F.L 5 113.0 15.1 126.7; 110.1 ' 97.4 1 - A
- -i - - - __---- -- - -------.I___ _ _ __.. --- __. ~_ _ _ ___ ! - -- i - - - -- _ _ __ _
~ 3 6 inches F.L ~ 5
~- -- I 113.0 14.9- 128.01 111.4 96.6 i1 - A
I
I
~ 4 ! 6 inches F_L _ _' 5 ~
i---.. ----- ~--- ~._ _~. 113.0
-- - 14.5 125.4
i 109.5 96.9 1 - A
_ _ _ _ _.. 1 -- - -- -_ _._.__ __... _ i
- -
i
( 5~ 6 inches F.L 5 i
~
113.0
15.5 126.2
~
109.3 96.7 1 - A
f - -- ---- - ---- -------- --
- - r
6 6 inches F.L 5
~
~ ---
113 0
14.5 126.51 - _ -_ __ _ _f
110.5 97.8 fl - A I
---
------r- --_
---- -~ -- - ~-- -------- - --- -- -- __----------~_ _.
TEST LOCATION: Building pad
--.-~.~~- - __ -
1 North center of building pad -- a
2 ~ South center of building pad
I -- - -` ------ ----_~. __-_ ._ _- _ .. __ ----
- - - - ---- --- - - --I
3 Northeast corner of building pad
4 4 Northwest corner of building
--
---- ------ ----- -- pad
-- _ - II
i
J
5 Southwest corner of building
6 Southeast corner of building pad
pad
,- ~
~
_
NOTES: TESTS PERFORMED PER ASTM b2922-91 8 ASTM D3017-88(93) 'COMMENTS: 1. FILL MATERIAL `_ _ _` ___.
A. TEST RESULTS COMPLY WITH SPECIFICATIONS
DENSITIES SHOWN: lbs. per cubic foot 2. BACKFtLL B. PERCENT COMPACTION DOES NOT COMPLY
WATER CONTENT: Percent of dry weight.
PERCENT COMPACTION: Based on maximum d 3. BASE COURSE
4
SU88ASE WITH SPECIFICATIONS
C
RETEST OF PREVIOUS TEST
ry
density obtained on sample indicated by .
5. SOIL CEMENT .
D. MOISTURE IN EXCESS OF SPECIFICATIONS
soil ID number. 6, OTHER E. MOISTURE BELOW SPECIFICATIONS
* (00005) ASTM D 698 Method A
TEST INSTRUMENT: STAN DARD COUNT M: D:
REMARKS: PSI DID NOT MONITOR THE FIL L PLACEMENT. ADJUSTMENT DATA M: D:
F.L = Final lift
Respectfully submitted,
TECHNICIAN: M. Tatarko Professional Service Industries, Inc.
cc: QUALITY SERVICES GROUP
T~SE TE57 RESULTS RELATE ONLY TO THE SPECIFIC TEST LOCATIONS NOTED, PSI IS NOT RESPONSIBLE FOR ANV OTHER LOCATION OR ELEVATION.
REPORTS MAY NOT BE REPROOUCEO, E%CEPT IN FULL. WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES. INC.
PSI A-100.2 (31F 2556 Gravel Drive • Fort Worth, TX 76118 • 817/284-3783 • Fax 817/284-8942