Burch Lot 1-LR 950605M ~'J
Professional Service Industries, Inc.
REPORT OF MOISTURE DENSITY RELATIONSHIP OF SOIL
TESTED FOR: ATTN: JOHN GESEK PROJECT: RIVIERA PROPERTIES/ACE HARDWAR
RIVIERA PROPERTIES/ACE
105 SAND POINT
COPPELL, TX 75019
DATE: June 05,-1995
125
~O 121
O
U_
v
~ 117
w
a
m
J
113
z
w
a
~ 109
105
101
11
aration: Moist
65 (assumed)
Grain Size Analysis
(ASTM C136-92 ANDlOR C1 t7-90)
Sieve Percent
Size Passing
-200 41$
13 15 17 19 21 23 25
MOISTURE CONTENT, PERCENT OF DRY WEIGHT
REMARKS: Respectfully submitted,
Professional Service Industries, fnc.
Lab Tech: R. Latham
cc: QUALITY SERVICES GROUP
REPdtTS MAY NOT BE REPROIXICED, EXCEPT IN FUII. WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC.
A-+°°•+ mF 2556 Gravei Drive • Fort Worth, TX 76118 • 817/284-3783 • Fax 817/284-8942
sand
cla
e
- y
y
Sample Source Existing
1
~
I Method of Test ASTM D 698 Method A
it - Rammer: Mechanical Method of Pref
' Test Results
fi ~
Maximum Dry Density 113 . o Ibs/ft~
~ I ~ ' _
- Optimum Moisture Content 14.5
i
4 .
-
( . ., - . , - -
~ Atterberg t_ImItS (ASTM D43t8-93)
LL: 30 PL: 16 PL 14 Specific Gravity: 2
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COPPELL, TEXAS
OUR REPORT NO.: 337-50013-o000S
TEST DATA
Visual Classification Dark brown and red brown
~~~ Professional Service Industries, Inc.
REPORT OF MOISTURE DENSITY RELATIONSHIP OF SOIL
TESTED FOR: ATTN: JOHN GESEK PROJECT: RIVIERA PROPERTIES/ACE HARDWAR
RIVIERA PROPERTIES/ACE COPPELL, TEXAS
105 SAND POINT
COPPELL, TX 75019
DATE:
June 05,-1995
REVISION #0001
OUR REPORT NO.: 337-50013-00003
TEST DATA
128
~ 124
O
U_
m
U
~ 120
w
a
W
m
J
116
Z
W
>`
~ lI2
106
104 L
10
REMARKS:
Lab Tech: R. Latham
cc: QUALITY SERVICES GROUP
REa[MTS MAY NOT BE REPRODUCED, E%CEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INpUSTRIE3. INC.
Visual Classification Dark brown and gray clayey sand
Sample Source Existing
Method of Test ASTM D 698 Method A
Rammer: Mechanical Method of Preparation: Moist
Test Results
Maximum Dry Density 116 . o Ibs/ft.
Optimum Moisture Content 13.5
Atterberg Limits (ASTM b4318-93)
LL: 23 PL: 14 PI: 9 Specific Gravity: 2.65 (assumed)
,- ,_ 3 , ~ _ Grain Size Analysis
(ASTM C136-92 ANO/OR Ci 17.90)
~-~ ; ~ - Sieve Percent
11 ~i ~ i t Size Passing
f ~1~1-i~~ -200 31~
12 14 16 18 20 22 24
MOISTURE CONTENT, PERCENT OF DRY WEIGHT
Respectfully submitted,
Professional Service lndustrfes, Inc.
A~1oo-1 (x(F 2556 Gravel Drive • Fort Worth, TX 76118 • 817/284-3783 • Fax 817/284-8942
/i
~I Professional Service Industries, Inc.
REPORT OF MOISTURE DENSITY RELATIONSHIP OF SOIL
TESTED FOR: ATTN: JOHN GESEK PROJECT: RIVIERA PROPERTIES/ACE HARDWAR
RIVIERA PROPERTIES/ACE COPPELL, TEXAS
105 SAND POINT
COPPELL, TX 75019
DATE: June 05,, 1995 OUR REPORT iVO.: 337-50013-00002
TEST DATA
Visual Classification Tan and brown clayey sand
134 ct fill
l
u
e S
l
S
S
amp
o
rc
e
e
e
Method of Test ASTM D 698 Method A
Rammer: Mechanical Method of Preparation: Moist
t _ Test Results
~ ~
130
O Maximum Dry Density 122.5 Ibs/ft
O - _ Optimum Moisturd Content 11.5
t _
v :
m 93
Atterber
Limits
ASTM D4318
_ _ g
(
-
}
~ . _
U ~
- LL: 27 PL: 17 Pl: 10 Specific Gravity: 2.65 {assumed)
~ 126
a
~
~
~
~1
~
~ ..,
;~~~li
Grain Size Anal
sis
~ f
~ ~ ~
}it y
t '. ti . - r~.f-
. - (ASTM C138-92 AND/OR C117-90)
m - ( ff ~ ~~ I IL~ i~
~
~ 8ie Passng
~ ~~ ~~~~ '
~?
rl - _
~ 122 -
r
~ -200 17~
C~ - , $r ~:
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r- I~ ~t
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-
8 10 12 14 16 18 20 22
MOISTURE CONTENT, PERCENT OF DRY WEIGHT
REMARKS: Respectfully submitted,
Professional Service Industries, lnc.
Lab Tech: R. Latham
cc: QUALITY SERVICES GROUP
REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL. WITHWT WRITTEN PERMISSION BV PROFESSIONAL SERVICE INDUSTRIES. INC.
A~loo•t (2)F 2556 Gravei Drive • Fort Worth, TX 76118 • 817/284-3783 • Fax 817/284-8942
,~+~
~''~~~ Professional Service Industries, Inc.
N
REPORT OF FIELD COMPACTION TESTS
TESTED FOR: ATTN: JOHN GESEK PROJECT: RIVIERA PROPERTIES/ACE HARDWAR
RIVIERA PROPERTIES/ACE COPPELL, TEXAS
105 SAND POINT
COPPELL, TX 75019
DATE: June 05, 1995 OUR REPORT NO.: 337-50013-00001 PAGE 2 OF 2
TEST DATA: (00003) Dark brown and gray sandy clay OPT. MOIST. = 13. 5%
-- - -~--- . _.
-
--- --
- - - -
-- - - --- - r- ~
I
MAXIMUM ~ COMMENTS'
TEST TEST SOILIO LAB DRY * ', WATER WET DRY PERCENT S pec. 95~ Mlri
NO. DEPTH
----'-- '- - ELEVATION
----'
- NUMBER
---- DENSITY
- --- CONTENT
-
I
DENSITY DENSITY COMPACTION
- ---------
7
__--- ----
6
- -
inches
- - -- --
- Subgrade
------ - 3
-- 116.0
--_ _ 13.5 r 127.0
,
- 111.9
-- - --- 96.5
- _ _ I6
~ - - A
- ---- --------
8
I
6
i .__._._
inches
_ - - -
-
Subgrade
-- - _ - .
3
_._ _
116.0 ~
13.8
i
~ 126.2
110.9
_
95.6
6
- A
I
_ _ __
i
9
I 6
inches
Subgrade
3
116.0 ~
13.5
125.5
110.6
95.3
6
- A ~
~ ~
10 6 inches 1st lift 3
-- 116.0
---_ ._ _ I 13.6 j 126.0
_ - 110.9
--- ------ 95.6
- _ - 1 - A
- ------------- -- ~
- -- -- ----- -- - -
--
- -
--
_
- ~
-
---
- r
I
I - ~
- - - --- - _
-- - --- - -------- --
-- --
'
-- -
_ _ _
----
- -
1 _ {
___ _-- --- -_J
TEST LOCATION: Buiiding pad
7 j 75' south of northwest corner
- -r --- - --- --- ---- -
e ~ 75' south and 10' east of northwest corner
9 j 75' south and 25' east of northwest corner
10 ~ 50' south of northwest corner
VOTES: 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 toot 2. BACKFI" B. PERCENT COMPACTION DOES NOT COMPLY
WATER CONTENT: Percent of d~Y 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 0. MOISTURE IN EXCESS OF SPECIFICATIONS
soil ID number. 6. OTHER E. MOISTURE BELOW SPECIFICATIONS
* (00003) ASTM D 698 Method A
fESTINSTRUMENT: Troxler, 3430, 20950 STANDARD COUNT M: D:
2EMARKS: PSI DID NOT MONITOR THE FILL PLACEMENT. ADJUSTMENT DATA M: D:
TECHNICIAN: J. Astiz
cc: QUALITY SERVICES GROUP
Respectfully submitted,
Pro/essional Service Industries, inc.
HESE TEST RESULTS RELATE ONLY 70 THE SPECIFIC TEST LOCATIONS NOTED. PSI IS NOT RESPONSIBLE FOR ANY OTHER LOCATION OR ELEVATION.
'.EPORTS MAY NOT 8E REPRODUCED. EXCEPT IN FULL. WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES. INC.
SI A-100-z (J)F 2556 Gravel Drive • Fort Worth, TX 76118 • 817/284-3783 • Fax 817/284-8942
~''~~~ Professional Service Industries, Inc.
N
REPORT OF FIELD COMPACTION TESTS
TESTED FOR: ATTN: JOHN GESEK PROJECT: RIVIERA PROPERTIES/ACE HARDWAR
RIVIERA PROPERTIES/ACE COPPELL, TEXAS
105 SAND POINT
COPPELL, TX 75019
DATE: June 05, 1995 OUR REPORT NO.: 337-50013 -00001 PAGE 1 OF 2
TEST BATA: !000 03) Dark brown and g ray sandy clay OPT. MOIST. = 13. 51;
TEST
NO~^
---
1 6
TEST
DEPTH
-- -~
inches
~ SOIL ID
~ ELEVATION NUMBER
Subgrade 3
-- . MAXIMUM ~'
LAe DRY *
DENSITY I
116.0 ~
WATER
CONTENT
13.5 ~~
WET
DENSITY
128.0
-
DRY
DENSITY
112.8
- - '
PERCENT
COMPACTIONI S
97.2 i6
_ I- COMMENTS' ~
~
pec. 95'k Mlri I
A j
---- --- --
2 6
__----~-.-- inches
--- ------ Subgrade
- 3
----___ 116.0 ~
--- -- _ ; 14.1 ~
_ j 126.0
_ 110.4
_ ---- 95.2
-- -- _._ 6
__ - A
_.._._~-----------
3~ 6 inches Subgrade 3
-- 116.0 j
--- . _ 1 13.6 1
_ _ _ -- - ; _ 127.0
__ --- 111.8
- 96.4 6
- - - A
4 ~ 6 inches Subgrade 3 116.0 13.5 ~ 125.1 110.2 95.0 6 - A
5 ! 6 inches Subgrade 3 116.0 ~~
_ ; 13.8 125.9
- 110.6
--- -- 95.3
_ _ I6 - A
__ _ _ -- -- - I
6 ~ 6 inches Subgrade ~ 3 116.0 i 13.7 I, 125.6 110.5 95.3 ~6 - A
TEST LOCATION: Building pad
I- - __ - ~_-_ ---------------- - --- --
I_ 1 25' east of northwest corner
L 2 i 10' east of northwest corner
3 5' east northwest corner
4 ~ 35' south of northeast corner`
5 35' south & 10' east of northwest corner
6 i 35' south of 25' east of northwes.>: corner
- --_._. - --1 - ------ -~._.. - - _ -------- - ----- -- - - -_ ------- - --- -
NOTES: TESTS PERFORMED PER ASTM D2922-91 8 ASTM D3Ot7-69(93) •COMMENTS: 1. FILL MATERIAL A. TEST RESULTS COMPLY V~TH SPECIFI TIONS
DENSITIES SHOWN: Lbs. per cubic foot 2. BACKFILL B. PERCENT COMPACTION DOES NOT CO PLY
WATER CONTENT: Percent ofdry weight, 3. BASE COURSE WITH SPECIFICATIONS
PERCENT COMPACTION: ~85ed Or1 maximum dry 4. SUBBASE C. RETEST OF PREVIOUS TEST
soill$Dty~ul~ta~ed on sample indicated by 6.O~HE EMENT ~. MOISTURE BEEOWESPEOCIFSCATC~IOFN(S TIONS
* (00003) ASTM D 698 Method A
TEST INSTRUMENT: Troxler, 3430, 20950 STANDARD COUNT M: D:
REMARKS: PSI DID NOT MONITOR THE FILL PLACEMENT. ADJUSTMENT DATA M: D:
Respectfully submitted,
TECHNICIAN: J. Astiz Professional Servicelndustrles, Inc.
cc: QUALITY SERVICES GROUP
THESE TEST RESULT8 RELATE ONLY TO THE SPECIFIC TEST LOCATIONS NOTED. PSI IS NOT RESPONSIBLE FOR ANY OTHER LOCATION OR ELEVATION.
REPORTS MAY NOT BE REPRODUCED. E%CEPT IN FULL. WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC.
PSI A.foo-2 (3~ 2556 Gravel brive • Fort Worth, TX 76118 • 817/284-3783 • Fax 817/284-8942
!/ Professional Service Industries, Inc.
TEST FOR: Mr. John Gesek PROJECT: Riviera Properties/Ace Hardware
Riviera Properties/Ace Coppell, Texas
105 Sand Point
Coppell, Texas 75019
DATE: June 5, 1995
OUR REPORT N0. 337-50013-4
REMARKS:
PSI inspector
contactors request.
The material results
LL-28
Respectfully submitt~
PROFESSIONAL SERVICE
performed atterberg limit test on April 25. 1995 per
Test was run to determine the materials characteristics.
are as follows:
P L- 2 8 P I- 0
~d .
INDUSTRIES. INC.
cc: Quality Services Group
2556 Gravel Drive • Fort Worth, TX 76118 • 817/284-3783 • Fax 817/284-8942