Burch Lot 1-LR 950612~''~~~ 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 12,~ 1995 OUR REPORT NO.: 337-50013-00007 PAGE 1 OF 2
TEST DATA: (00005) Dark brown and red brown clayey sand OPT. MOIST. = 14. 5g
~ MAXIMUM
TEST ~ TEST i SOIL ID LAB ORY ,t WATER
~ _ NO_ ~ DEPTH ELEVATION NUMBER DENSITY CONTENT
1
I - 6 inches 3rd lift
-- 5
-- 113.0
_._ _ ~ 14.5
2 ~
- ) - 6 inches
-- __ --- i
- 3rd lift '
f --- -- -- -
~ S 113.0 15.9
3
- 6 inches
-- --- ----
-- 3rd lift ~
---~_ _-.._ _a
_ 5
_
•.. 113.0
.---- 14 , 9-
4
~ 6 inches ~ 4th lift I 5 ~ 113.0 15.4
- _ - . -
I - ---
- - -- --~ -._ __ .. _ .._ __
-- -- I - - - --
l
~ 5 ,
6 inches ~ ~
4th lift 5 ~ 113.0 14.6
~
6 6 inches ~ 5th lift 5 ~ 113.0 16.1
TEST LOC ATION: Building pad
I-_ . _ .
1 100' from Denton Tap Ro ad
i
2
50' from
south property
Line
3 ~
- 50' from
- south building line retest of test #2
4 25' east and 90' south of north~.~rest
__ - _.. corner
5 301 east and 601 north of southwest corner
6 ~ 10' north and 15' east of southwest corner
- - - - - -
I
wET ~
~
DRY i COMMENTS'
PERCENT Spec. 95~ Miri ,
DENSITY DENSITY COMPACTIO N
124.0
I 108.3 95.8 ;l - A
{
- ------ -__ - I - - -_-.------------
116.8 100.8 89.2 I1 - B
131.1 114.1 101.0 1 - A - C
127.3 ~ 110.3 ~ 97.6 ~ 1 - A
126.5 ; 110.4 , 97.7 ~', 1 - A
124.1'
I~ 106.9
--__ . 94 6
__ _ ._ - ~1
. , - B ~
-- ---- ---- -----i
NOTES: TESTS PERFORMED PER ASTM D2922-91 &ASTM D3017-88(93) •COMMENTS:
DENSITIES SHOWN: Lbs. per cubic foot
WATER CONTENT: Percent of dry weight,
PERCENT COMPACTION: Based on maximum dry 1. FILL MATERIAL
2. BACKFILL
3. BASE COURSE
4. SUBBASE
density obtained on sample indicated by
soil ID number. 3. SOIL CEMENT
6. OTHER
-I
I
_-----_ _ . _._ _ - _- --- ---,.~ .,. _i
A. TEST RESULTS COMPLY WITH SPECIFICATIONS
B. PERCENT COMPACTION DOES NOT COMPLY
WITH SPECIFICATIONS
D. MO STUREFIN EXCESS OF SPECIFICATIONS
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:
Respectfully submitted,
TECHNICIAN: M. Tatarko Professional Service industries, inc.
cc: QUALITY SERVICES GROUP
THESE TEST RESULTS RELATE ONLY TO THE 6PECIFIC TEST LOCATIONS NOTED. PSI IS NOT RESPONSIBLE FOR ANV OTHER LOCATION OR ELEVATION.
REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITNWT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC.
PSI A,100-2I7)F 2556 Gravel Drive • Fort Worth, TX 76118 • 817/284-3783 • Fax 817/284-8942
~~~/, Professional Service Indus#ries, 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 12, 1995 OUR REPORT NO.: 337-50013-00007 PAGE 2 OF 2
TEST DATA: (00005) Dark brown and red brown clayey sand OPT. MOIST. = 14 . Sg
TEST '
I
TEST
SOIL ID
MAXIMUM
~ LAB DRY *
WATER
WET
DRY
PERCENT
~
S
COMMENTS`
pec
95$ Min ~
NO. i
__
- - DEPTH
- --- ----- ELEVATION
, ~.~ ~ NUMBER
_ ._ . DENSITY
- - - CONTENT DENSITY DENSITY
___._ COMPACTION i
I _ .
7 6 inches 5th lift 5 113.0 15.4
_ 125.2
L 108.5 96.0 ~1
- - A - C
8 6 inches 5th lift 5 113.0 15.8 124.5 107.5 95.1 ,1 - A
~` 9 j
-
6
inches
6th lift
5
113.0
-- -
14.7.
~
129.1
112.6 _. _.
99.6 _i _
it _. ,-- -- - ----
- A
10
I-
6
inches
__
6th lift
__ .--
5
~
I 113.0
i -
15.1
130.5
~
113.4
100.4 i
'1
j
- A
i
--
, - - I
1 - ----
II
i
~
I
_ _ .. _ _ .
'.
TEST LOCATION: Building pad
-~_
7 ~ 20' south of building line 15' east retest of #6
- - 1-- -- - --------_-----__ _ _ --- - __-_ __ _- -...__
8 I 20' south of building line 15' east
9 I 15' south of building line 20' east
- ~---
lO j 20' east building line 25' north
i __ _____L---- --- - - ---- - --- ~-- _
NOT!'S: DENSITIES SHOWN: LbsRpegcub~ foot 91 3 ASTM D3D17~9t!(09) •COMMENTS;: 2. BACK IF ~~ RIAI B. P@&CItE8U1.T8 QAAIytPLY y1gTF1 SPECIFICATL~NS
WATER CONTENT: Percent of dry weight. 3. BASE COURSE WITH SPECIFICATIONS DOES NOT COMP
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
* (000051 ASTM D 698 Method A
TEST INSTRUMENT: STANDARD COUNT M: D:
REMARKS: PSI DID NOT MONITOR THE FILL PLACEMENT. ADJUSTMENT DATA M' O'
TECHNICIAN: M. Tatarko
cc: QUALITY SERVICES GROUP
Respectfully submitted,
Professional Service industries, Inc.
THESE TEST RESULTS RELATE ONLY TO THE SPECIFIC TEST LOCATIONS NOTED. PSI IS NOT RESPONSIBLE FOR ANY OTHER LOCATION OR ELEVATION.
REPORTS MAV NOT BE REPRODUCED. EXCEAT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES. INC.
Psl A.,oo_z c~IF 2556 Gravel Drive • Fort Worth, TX 761 f 8 • $17/284-3783 • Fax 817/284-8942