Amberpoint BP 2-LR021017
LABORATORY COMPACTION CHARACTERIS ICS OF SOIL
Report Number: 94021380.0010 ~ /f
Service Date: October 9, 2002 ~ 7v,(~'
r`j.~ ndlrouiwl.,jlrarramn
F1~srlCiijeV,FFR~iNG/~
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214)630-1010
Client: Transwestern Commercial Services Report Date: October 17, 2002
Attn: James Gaspard Project: Staples
5001 Spring Valley Rd Ste 600W 201 Northpoint
Dallas TX 75244 Coppell, TX
Project Number: 94021380
Material Information Sample Information
Contractor: Hill & Wilkinson Sampled By: Rengstorff, Bradford T.
Source of Material:On-site Sample Location: Native material - SW corner of building
Proposed Use: Common Fill pad
Sample Description: Brown clay
Laboratory Test Data
Test Procedure:
Test Method:
Sample Preparation:
Rammer Type:
Maximum Dry Unit Weight, pcf
Optimum Water Content, %:
ry 31 ]I ]] D ]1 ]S Z ]r a ~ ]I ]1 r! ]J ]1
Yoifture Lwrt~M [KJ
Services- Moisture-Density Relations
Technician: Bradford T. Rengstorff
Report Distribution: ineer~
(1) Transwestern Commercial Services (t) City of Coppell -Bldg Insp
(1) Hill 8 Wilkinson, Lld. (1) City of Coppell - Constr Insp Reviewed by:
(1) O'Brien & Associates (1) HBC Engineering Eugene Harbour
(1) TechniStructures (1) State Farm Insurance
Principal
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written approval of Terracon. Test results transmitted herein are only applicable
to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials.
Result Specifications
ASTM D 698 Liquid Limit: 54
Method A Plastic Limit: 21
Moist Method Plasticity Index: 33
Mechanical % Passing #200:
98,7 % Passing #40:
22.7 USCS:
Moisture Density Relations
Zero Air Voids Curve for assumed specific gravity 2.65
,m
:o
m
v
s ,~
T
N~ 91
O ~
b ~
91
m
Page 1 of 1 ~~s~rw.. K.r
LABORATORY COMPACTION CHARACTERISTICS OF SOIL
Report Number: 94021380.0009
Service Date: October 9, 2002
ndiwion nllrarraml
F_rrctv~:F~urrc
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214)630-1010
Client: Transwestern Commercial Services Report Date: October 17, 2002
Attn: James Gaspard Project: Staples
5001 Spring Valley Rd Ste 600W 201 Northpoint
Dallas TX 75244 Coppell, TX
Project Number: 94021380
Material Information Sample Information
Contractor: Hill & Wilkinson Sampled By: Rengstorff, Bradford T.
Source of Material:On-site Sample Location: Native material - SW corner of building
Proposed Use: Common Fill pad
Sample Description: Lt brown silty clay
Laboratory Test Data
Test Procedure: ASTM D 698 Liquid Limit:
Test Method: Method A Plastic Limit:
Sample Preparation: Moist Method Plasticity Index:
Rammer Type: Mechanical % Passing #200:
Maximum Dry Unit Weight, pcf: 103.8 % Passing #40:
Optimum Water Content, %: 19.2 USCS:
Moisture Density Relations
Zero Air Voids Curve for assumed specific gravity 2.65
,m
U11
,m
,m
+m
e ,m
sn
R
~ ~
a
sb
91
f0
9~
h 16 Il A Yl 9 ]t 1p 9 ]I a 'A Yr m T ~
Mpi rtur~ Cork~rk (K]
Specifications
Services- Moisture-Density Relations
Technician: Bradford T. Rengstorff
Report Distribution: y._____~'=v gine ng
(1) Transwestern Commercial Services (1) City of Coppell -Bldg Insp
(1) Hill 8 Wilkinson, ltd. (1) City of Coppell - Conslr Insp Reviewed b /~--
(1) O'Brien 8 Associates (1) HBC Engineering Eugene Harbour
(1) TechniSlructures (1) State Farm Insurance
Principal
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written approval of Terracon. Test results transmitted herein are only applicable
to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials.
Result
a7
20
27
Page 1 of 1 asscsmauw.K.v
FIELD DENSITY TESTING ~ - >>r~F~,
Report Number: 94021380.0006 axc;rxY:e~atrx;
Service Date: October 6, 2002 a9o1 Carpenter Frwy., suite X100
Dallas, Texas 75247
(214) 630-101 D
Client: Transwestern Commercial Services Report Date: October 17, 2002
Attn: James Gaspard Project: Staples
5001 Spring Valley Rd Ste 600W 201 Northpoint
Dallas TX 75244 Coppell, TX
Proiect Number: 94021380
Material Information Lab Test Data Proiect Requirements
Optimum Max. Lab Water
Water Dry Unit Content Minimum Dry
Material Laboratory Content Weight Range Unit Weight
No. Test Method Description and Classification (%) (pct) (%) (°,6 compaction)
1.213800003 ASTM D 698 Dk & med brown clay 19.8 101.3 =!> +3 93
Field Test Data
Test
No. Test Location
Moisture Conditioned Building Pad
9 Grid line A.5/1.5, see attached sketches
10 Grid line B.2/1.5, see attached sketches
11 Grid line C/1.5, see attached sketches
12 Grid line C.5/1.5, see attached sketches
13 Grid line D.1 /1.5, see attached sketches
14 Grid line E/1.5, see attached sketches
15 Grid line E.8/1.5, see attached sketches
16 Grid line F.7l1.5, see attached sketches
17 Grid line G.6/1.5, see attached sketches
18 Grid line H.5/1.5, see attached sketches
19 Grid line A.5/1.5, see attached sketches
20 Grid line A.9/1.5, see attached sketches
21 Grid line B.6/1.5, see attached sketches
22 Grid line C.3/1.5, see attached sketches
23 Grid line D.1 /1.5, see attached sketches
24 Grid line E/l1.5, see attached sketches
ZS Grid line E.9/1.5, see attached sketches
26 Grid line F.6/l1.5, see attached sketches
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written approval of Terracon. Test results transmitted herein are only applicable
to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials.
Probe Water Dry Unit Dry Unit
Lift/ Mat. Depth Content Weight Weight
Elevation No. (inches) (%) (pct) (°,6 compaction)
Subgrade 1 12 29.8 94.2 93
Subgrade 1 12 31.0 94.7 93
Subgrade 1 12 30.5 94.0 93
Subgrade 1 12 28.2 94.4 93
Subgrade 1 12 29.6 95.6 94
Subgrade 1 12 29.4 94.9 94
Subgrade 1 12 26.8 96.2 95
Sugrade 1 12 27.1 95.5 94
Subgrade 1 12 26.3 98.3 97
Subgrade 1 12 29.6 94.1 93
1st 1 8 24.3 96.1 95
1st 1 8 25.8 95.8 95
1st 1 8 25.1 95.2 94
1st 1 8 26.2 93.9 93
1st 1 8 24.5 95.8 95
1st 1 8 24.6 94.5 93 j,C
1st 1 8 26.7 93.7 92 e~'
1st 1 8 25.9 94.4 93
Page 1 of 2
Dl-SKSrt1o]-FUWre nay
FIELD DENSITY TESTING "'re"~'
etvcw~atxc
Client: Transwestern Commercial Services
Project Number:94021380
Report Number:94021380.0006
Field Test Data Probe Water Dry Unii Dry Unit
Test Lift/ Mat. Depth Content Weight Weight
No. Test Location Elevation No. (inches) (/° c
°) (p 1) (°~ compaction)
27 Grid line G.7/1.5, see attached sketches 1st 1 g 25.2 95.0 94
28 Grid line H.6l1.5, see attached sketches 1st 1 8 25.7 94.1 93
Comments:
An asterisk (*) appears next to test results which do NOT meet the project specifications.
NOTE: For Test Nos. 9 through 18, bottom of excavation was verified to be 515.37 feet -top of
ground = 5.
For Test Nos. 19 through 28, the 1st Lift was from the Subgrade at 515.37 feet and tested
at 516.17 feet.
Services - Pertorm in-place density and moisture content tests to determine degree of compaction and material moisture
condition.
Field Test MethodASTM D2922, ASTM D3017
GaugelD: 2077
Technician: Bryan C. Hughes
Report Distribution: HBC E~g
(1) Transwestern Commercial Services (1) City of Coppell -Bldg Insp
(1) Hill $ Wilkinson, Ltd, (1) City of Coppell - C°nstr Insp Reviewed by:
{1) O'Brien $ Associates (1) HBC Engineering Eugene Harbour
(1) TechniStrudures (1) State Farm Insurance
Principal
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods, This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written approval of Terracon. Test results transmitted herein are only applicable
to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials. -
Page 2 of 2
~]-5/.SrROi-f ifue Ney
rv
m
O W
W A
J
0 u
~Y
% A
a
~ \ h
Q
I a ~
~ ~
~ ~V~
o
~
~
~
~
_
o N
~ -
w
o ~ ~
X
m
no
o ~
UT
C O
O~
a °~
L •~
~ O
~ i
NZ Q.
a
cgOm
Y r
~ CV =
NO RTHPOINT DRfVE
J
VuZ~
U
~ ~ -~+ ~.. ~aacK couRr 1'~ ~ O
JJ~
~. -
- - -~ ~ T T
__ - ~ 1 1
~ ~ +~ +~ I~
-- - -I t t
~ , ~ ~ ~
-- -i ~ T
~ ~ ~ ~ ~
- - -
i
i ~ ~ r
~ i
__ __
TRUCK COl1RT
- ,- , - -
- __
- - I- -
~ I~
- - I--
I -
i
~ '
TW1ClC COl1RT
~~:,
~,
a ~ `~
a~
r
cp
m
Nga7H PO'NT pR~YE
W#
N
,~ m ~' ~
n
a u -` ~~- o
t~
F+
N 0
o 'J` ~
1 ~ ~ ".~
..~ Q lP
O
y
~ ..
w ~
Z ~,
iw
~ w
4 ~
O
X
r
m
°. o
a~
a~
c~
N
c°
o rn
a ._
~.+ Q
.. ~
N Z. ~-
~ ~ m
N N =
~1'
1
a
1~
~~~ ~ ~ ~_ ~
1 _ t. o
_--
~ ~- ;
..~-
`1 __-----' 1
_- -~- l4 -~ ~ -_ ' I _ _---
~ ~~
~ ~~~-~ ~ ~
~~_ ~
_~-
~ ~ ~
i s
_..
` i~ .
~_ ~'
L '
~_
-----
_-~ I .. _.._-
_~--- _ , "
-- ~, ~~ ~
_.
_- ; '
- ,
._ ~
_-__ 1
~~ . -
___
t ~~'`'
~~ ~rrr
~.--~ ~
1
__--- -
tL1
r
__
FIELD DENSITY TESTING ~ ~ »reF~~,
Report Number: 94021380.0007 LNCtxt-:eiurvc
Service Date: October 7, 2002 8901 Carpenter Frwy., suite ptoo
Dallas, Texas 75247
{214) 630-1010
Client: Transwestern Commercial Services Report Date: October 17, 2002
Attn: James Gaspard Project: Staples
5001 Spring Valley Rd Ste 600W 201 Northpoint
Dallas TX 75244 Coppell, TX
Project Number: 94021380
Material Information
Material Laboratory
No. Test Method
1.213800003 ASTM D 698
Lab Test Data Proiect Requirements
Optimum Max. Lab Water
Water Dry Unit Content Minimum Dry
Content Weight Range Unit Weight
Description and Classification (%) (pcf) (%) (%compaction)
Dk & med brown clay 19.8 101.3 =/> +3 93
Field Test Data
Probe Water Dry Unit Dry Unit
Test Lift/ Mat. Depth Content Weight Weight
No. Test Location Elevation No. (inches) (/°
°) c
{p f)
(%compaction)
Moisture Conditioned Building Pad
29 Grid line A.5l1.5, see attached sketches 2nd 1 8 24.5 94.6 93
30 Grid fine 8.3/1.5, see attached sketches 2nd 1 8 26.0 93.9 93
31 Grid tine C//1.5, see attached sketches 2nd 1 8 25.8 94.1 93
32 Grid line C.8/1.5, see attached sketches 2nd 1 8 25.3 94.5 93
33 Grid line 0.8/1.5, see attached sketches 2nd 1 g 24.7 95.9 95
34 Grid line E.6/1.5, see attached sketches 2nd 1 8 25.3 95.1 94
35 Grid line F.8/1.5, see attached sketches 2nd 1 8 25.1 95.4 94
36 Grid line G.2/1.5, see attached sketches 2nd 1 8 24.0 96,1 95
37 Grid line G.7/1.5, see attached sketches 2nd 1 8 23.9 97.4 96
38 Grid line H.5/1.5, see attached sketches 2nd 1 8 24.2 97.0 96
39 Grid line A.5/1.5, see attached sketches 3rd 1 6 25.7 96.0 95
40 Grid line 6.4/1.5, see attached sketches 3rd 1 6 24.1 96.1 95
41 Grid line C.1 /1.5, see attached sketches 3rd 1 6 24.8 96.8 96
42 Grid line C.9/1.5, see attached sketches 3rd 1 6 26,9 94.7 93
43 Grid line 0.4/1.5, see attached sketches 3rd i 6 27.2 93.6 92d~~
44 Grid line E/1.5, see attached sketches 3rd 1 6 26.3 94.2 93
45 Grid line E.7/1.5, see attached sketches 3rd 1 6 26.9 93.9 93
46 Grid line F.2l1.5, see attached sketches 3rd 1 6 25.4 95.2 94
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written approval of Terracon. Test results transmitted herein are only applicable
to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials.
Page 1 of 2
Oi-$MSROi-FVIWa Ney
-FIELD DENSITY TESTING
Client:Transwestern Commercial Services ' "rerrarm,
L;NC;INh1~l2?NC;
Project Number:94021380
Report Number: 94021380.0007
Field Test Data Probe Water Dry Unit Dry Unit
Test Lift/ Mat. Depth Content Weight Weight
No. Test Location Elevation No. (inches) (%) (pcf) (°,G compaction)
47 Grid line G.9/1.5, see attached sketches 3rd 1 6 25.0 94.6 93
48 Grid line H.5/1.5, see attached sketches 3rd 1 6 24.5 96.4 95
Comments:
An asterisk (") appears next to test results which do NOT meet the project spec ifications.
NOTE: For Test Nos. 29 through 38, the 2nd Lift was from the top of the 1st Lift and tested at
516.97 feet above sea level.
For Test Nos. 39 through 48, the 3rd Lift was from the top of the 2nd Lift and tested at
517.77 feet above sea level.
Services - Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition.
Field Test MethodASTM D2922, ASTM D3017
Gauge ID:
Technician: Bryan C. Hughes
Report Distribution: HBC En in n
(1) Transwestern Commercial Services (1) City of Coppell -Bldg Insp g g
(t) Hill 8 Wilkinson, Ltd. (1) City of Coppell - Conslr Insp Reviewed by:
(1) O'Brien 8 Associates (1) HBC Engineering
(1) TechniSlructures (1) State Farm Insurance Eugene Harbour
Principal
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT lest methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written approval of Terracon. Test results transmitted herein are only applicable
to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials.
Page 2 of 2
o~.sHSmoi-rw:r. Kav
NoQ7NPpfNT pR~VE
`~'~7'
i
`mil
s
rs.
a
N ~
F~
a p
4 +
f ~
H
~ ~
fl
ti fl
r~ °
0
`y CO
£y z
-- r
iy O
'r o..
a. w
o ~
X
fl. o
¢ ca
o ~
U ,-
-N
G ~
O Q5
C1 ,
i ~O
._ .~
Z0.
U
~ ~ ~
cfi N
J
o
R ~,
o
1
~y$
O
A
n
_ ~O
Y
y
~1
~`
~ ~-
a fl
~ a
~ O
o z
-- r
o ~
X
ao
a~
0
U N
C_ ~
O ~
a °'
y Q
N ~ ~..
~z°0-
~oU
f~ T
(n N =
NORTHPOlNT DRfVE
h m $
W ~
~' R
F f
a o ~-~-~
h A v
$~
0
~ ~ ~ ~ ~
~ ~ ~, u
~ 1 w I. I.
ii ~
` I ~
I I -
_~
_1 _~ ~ l ~- I_ I-
~ , ,
4 ~ ~ ~ ~ 4
_l -~ -~ ~ ~- I I
{
_I -t d ~ ~ __~, ~_
i
i I
----- -- r -----
---- - __--_ _~ ---- . ~ _ I--
ti ~ f ~
____
. __~_,
T~K G~fYf 1 ~ T~d,ICK GGURT
4
n
a
~~
a~ ~
r
lC1
i
FIELD DENSITY TESTING ~ ~ »rHFa~
Report Number: 94021380.0008 Lrvc;rrrr•:elurc~
8901 Carpenter Fnvy., Suite #100
Service Date: October 8, 2002 Dallas, Texas 75247
(214)630-1010
Client: Transwestern Commercial Services Report Date: October 17, 2002
Attn: James Gaspard Project: Staples
5001 Spring Valley Rd Ste 600W 201 Northpoint
Dallas TX 75244 Coppell, TX
Project Number: 94021380
Material Information
Material Laboratory
No. Test Method Description and Classification Lab Test Data
Optimum Max. Lab
Water Dry Unit
Content Weight
(%) (pct Project Requirements
Water
Content Minimum Dry
Range Unit Weight
(%) (% compaction)
1.213800003 ASTM D 698 Dk & med brown clay 19.8 101.3 =/> +3 93
Field Test Data Probe Water Dry Unit Dry Unit
Test Lift/ Mat. Depth Content Weight Weight
No. Test Location Elevation No. (inches) (%) (pcf) (°h compaction)
M oisture Conditioned Building Pad,
Area 2
49 Grid line A.5/2.5, see attached sketches Subgrade 1 12 29.3 94.2 93
50 Grid line B.5l2.5, see attached sketches Subgrade 1 12 29.8 94.8 94 ~L
51 Grid line C.1l2.5, see attached sketches Subgrade 1 12 29.1 93.7 92~ ~; ~
52 Grid line C.8/2.5, see attached sketches Subgrade 1 12 27.0 94.9 94 ~'V
53 Grid line 0.3/2.5, see attached sketches Subgrade 1 12 31.4 94.0 93
54 Grid line E/2.5, see attached sketches Subgrade 1 12 30.1 93.9 93
55 Grid line E.9/2.5, see attached sketches Subgrade 1 12 30.6 94.3 93
56 Grid line F.7l2.5, see attached sketches Subgrade 1 12 28.7 96.4 95
57 Grid line G.6/2.5, see attached sketches Subgrade 1 12 26.4 97.8 97
58 Grid line H.5/2.5, see attached sketches Subgrade 1 12 27.1 96.1 95
59 Grid line A.5/2.5, see attached sketches 1st 1 8 26.1 95.4 94
60 Grid line 6.2/2.5, see attached sketches 1st 1 8 26.9 95.1 94
61 Grid line 8.9/2.5, see attached sketches 1st 1 8 29.4 96.3 95
62 Grid line C.6/Z.S, see attached sketches 1st 1 8 28.5 94.7 93
63 Grid line 0.4/2.5, see attached sketches 1st 1 8 28.3 94.2 93
64 Grid line E.1/2.5, see attached sketches 1st 1 8 29.7 94.8 94 ~,~
65 Grid line E.8/2.5, see attached sketches 1st 1 8 31.4 93.5 92 ,1~
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written approval of Terracon. Test results transmitted herein are only applicable
to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials.
Page 1 of 2
O1JROl-FUUe Nay
FIELD DENSITY TESTING
Client: Transwestern Commercial Services ~~ `~'"`"""''r°`~'
L'NCifNIiY121NCi
Project Number:94021380
Report Number: 94021380.0008
Field Test Data
Probe Water Dry Unit Dry Unit
Test LifU Mat. Depth Content Weight Weight
No. Test Location Elevation No. (inches) (/°
°) c
(p f)
(°,6 compaction)
66 Grid line F.5/2.5, see attached sketches 1st 1 8 26.8 96.3 95
67 Grid line G.2/2.5, see attached sketches 1st 1 8 25.2 98.9 98
68 Grid line H.5/2.5, see attached sketches 1st 1 8 27.9 97.2 96
69 Grid line A.5/2.5, see attached sketches 2nd 1 8 24.7 98.4 97
70 Grid line Bl2.5, see attached sketches 2nd 1 8 29.2 96.0 95
71 Grid line 8.6/2.5, see attached sketches 2nd 1 8 30.8 94.3 93
72 Grid line C.3/2.5, see attached sketches 2nd 1 8 27.6 95.8 95 ~
73 Grid line D.1/2.5, see attached sketches 2nd 1 8 29.4 93.7 92~a1'
74 Grid line E/2.5, see attached sketches 2nd 1 8 29.5 94.5 93
75 Grid line E.9/2.5, see attached sketches 2nd 1 8 31
0 94
0 93
. . ~~
76 Grid line F.7/2.5, see attached sketches 2nd 1 8 30.4 93.2 92 d~.-
77 Grid line G.8/2.5, see attached sketches 2nd 1 8 27.6 96.4 95
78 Grid line H.5/2.5, see attached sketches 2nd 1 8 25.2 97.1 96
Comme nts:
An asterisk (•) appears next to test results which do NOT meet the project speci fications.
NOTE: For Test Nos. 49 through 58, the Subgrade was verified at 51 5.35 feet above sea level.
The 12 inch test bottom of excavation was verified to be 515.35 feet.
For Test Nos. 59 through 68, the 1st Lift was from top of Subgrade at 515.35 feet and
tested at 516.15 feet above sea level.
For Test Nos. 69 through 78, the 2nd Lift was from the top of the 1st Lift and tested at
516.95 feet above sea level.
Services - Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition.
Fieid Test MethodASTM D2922, ASTM D3017
Gauge ID:
Technician: Bryan C. Hughes
Report Distribution:
(1) Transwestern Commercial Services 1 Cit of Co HBC E
O y ppell -Bldg Insp
(1) Hill & Wilkinson, Ltd, (1) City of Coppell - Constr Insp Reviewed by:
(1) O'Brien 8 Associates (1) HBC Engineering
(1) Techni5tructures (1) State Farm Insurance Eugene Harbour
Principal
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written approval of Terracon. Test results transmitted herein are only applicable
to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials. -
Page 2 of 2
o~.mo+suu. k.r
~
0
h 0 e
W A W
-~ ~ a
p -irk-'~- n
~
h A
0
p/
T ~
~ 1 _
V ,
n1
`
1
Q
~ ~ M
•
n
T'1 ~ 1f~
^' I
~ ~ ~ _
~ ~
~ ti
~
~ •• ~
C
0
z ~ '~~ '
N
NORTHPOINT DRIVE
Q1J
3
CQ~~
l7 ~ u1 ~
r
F-- - ~
-~ -~-
Q W ~ ~
o ~ ~ ~ ~ ~'
X
d
a~
0
U~
N
C ~
O p~
a
L •~
` O
~ Z ~
~ ~ D7
Cn N 2
U
I I ~_ _
- -
~ . ti a ~•
N
~ I~
t t-
~ ~ ~
~ ~ ~
-' ----- -r --__..---- i-
~,
TRJCK CAl1RT
I- -
~-~ ~ T
I~ ~
- f- - -
~ -
i
4
C`!
~~
a~ ~
r
_- - - ~
TFaJClC GOURT
- ~ ~ NO RTH POINT DRIVE
% m $
W A
J c
n
i 0 '- ~-~-rL'--~~
h A
0
1
~~ ~
n
~
~ O .s;
I ~ .~( ~ rRUCx ccuRr
~ ~
~ -
1
~
~. O - - ~ '
z
~ - - -~
~
~ n
I ~
- - ~
H ~ T ~
o ~ ~ ~
X
I-
d
o ~
U~
c
o m
a
L .. .
o
°~zw
o.
c~o~
CnNS
- _ -f -~ ~ ~ I- C -
-, ~ ~- ~ - I- __
II~ I~
i i ,
- _---- --~------ ..~ ---- I
-- -i
-_ --- i- --_--- 'r_ ...._ i
____~ -- -__-
CO
i
-- -- -- ----- - ---- -~ ----
- --
--- - ----- ~-
i -
_ -
- ----
0~
- - - ~ ~
_ ~
. 0
_..
.
, _
- _-..
__
nax~c courr I r~cx coutzr
o ~~
N m e
W ~
J ~ c
0 --cT'~~+-- n
F Y
% A
0
I Y
o O }~ ~'
~ O . ,, .9
~ ~ ~~ ~ z
a
0
NORTHPOINT DRIVE
J
~ax.~c couRr
~ u. w O
O R( -
z I
~ ~ I
~ I
1 _
X
f-
d
a~
O ~
U r
c oN
o~
a °'
s .,
o
~ Z ~
a
c°Om
~~ T
Cq N S
I I I
- - - I
I I I
- -
I
I I I
- -I
I i
U
' ~ , ' ,
T I - -
~I
I
I I I I
I
I I I
I
-~- I
- I
-
i i
i
- - __ _ ..w_i,_ . __ _ __.
TRUCK couRr
rra~ac coufzr
Q
N
a
g~
d}~y '~'
8
t-
6~
i
FIELD DENSITY TESTING
Report Number: 94021380.0011
Service Date: October 10, 2002
L^'NGfNF:Ei12fNG
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Client: Transwestern Commercial Services Report Date: October 17, 2002
Attn; James Gaspard Project: Staples
5001 Spring Valley Rd Ste 600W 201 Northpoint
Dallas TX 75244 Coppell, TX
Proiect Number: 94021380
Material Information Lab Test Data Proiect Reouirements
Optimum Max. Lab Water
Water Dry Unit Content Minimum Dry
Material Laboratory Content Weight Range Unit Weight
No. Test Method Description and Classification (%) (pct) (%) (°h compaction)
1.213800003 ASTM D 698 Dk & med brown clay 19.8 101.3 =/> +3 93
Field Test Data Probe Water Dry Unit Dry Unit
Test Lift! Mat. Depth Content Weight Weight
No. Test Location Elevation No. (inches) (/°
° } c
(p f)
(% compaction)
Moisture Conditioned Building Pad,
Area 3
~
~
79 Grid line A.5/3.5, see attached sketches Subgrade 1 12 32.7 93.3 92
80 Grid line B.2l3.5, see attached sketches Subgrade 1 12 30.9 95.7 94 ~
81 Grid line C.2/3.5, see attached sketches Subgrade 1 12 25.6 99.5 98
82 Grid line D.1/3.5, see attached sketches Subgrade 1 12 28.2 96.0 95
83 Grid line El3.5, see attached sketches Subgrade 1 12 29.3 95.2 94
84 Grid line E.7/3.5, see attached sketches Subgrade 1 12 28.7 95.1 94
85 Grid line F.2/3.5, see attached sketches Subgrade 1 12 30.1 94.3 93
86 Grid line G/3.5, see attached sketches Subgrade 1 12 26.4 99.9 99
87 Grid line G.9/3.5, see attached sketches Subgrade 1 12 26.0 95.7 94
88 Grid line H.5/3.5, see attached sketches Subgrade 1 12 27.1 96.1 95
Moisture Conditioned Building Pad,
Area 4
e~
89 Grid line A.5/4.5, see attached sketches Subgrade 1 12 32.7 93.4 92
90
Grid line Bl4.5, see attached sketches
Subgrade
1
12
30.9
94.0 ~,
93
91 Grid line B.9/4.5, see attached sketches Subgrade 1 12 30.2 94.2 93
92 Grid line C:5/4.5, see attached sketches Subgrade 1 12 29.6 95.7 94
93 Grid line D.2/4.5, see attached sketches Subgrade 1 12 28.6 94.9 94
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the varitten approval of Terracon. Test results transmitted herein are only applicable
to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials.
Page 1 of 2
o~.swsmoi-ruu. H.y
;=tELD DENSITY TESTING
Client:Transwestern Commercial Services
oavi,;o~o/lferr~cvi
LNG1N7.17tING
Project Number:94021380
Report Number: 94021380.0011
Field Tesf Dafa
Test
No. Test Location
94 Grid line E/4.5, see attached sketches
95 Grid line E.9/4.5, see attached sketches
96 Grid line F.8/4.5, see attached sketches
97 Grid line G.8l4.5, see attached sketches
98 Grid line H.5/4.5, see attached sketches
Probe
Lift/ Mat. Depth
Elevation No. (inches)
Subgrade 1 12
Subgrade 1 12
Subgrade 1 12
Subgrade 1 12
Subgrade 1 12
Water Dry Unit Dry Unit
Content Weight Weight
(%) (pCf) (°,6 compaction)
29.3 93.4
27.0 97.2 96
28.4 97.9 97
27.9 98.4 97
25.6 97.9 97
Comments:
An asterisk (") appears next to test results which do NOT meet the project specifications.
NOTE: For Test Nos. 79 through 98, the Subgrade was verified to be at 515.37 feet above sea level,
Services - Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition.
Field Test MethodASTM D2922, ASTM D3017
Gauge ID:
Technician: Bryan C. Hughes
Report Distribution: HBC Engin ing
(7) Transwestern Commercial Services (1) City of Coppell -Bldg Insp
(1) Hill & Wilkinson, Ltd. (1) City of Coppell - Constr Insp Reviewed b
(1) O'Brien & Associates (7) HBC Engineering y EU ~~ a HarbOUr
(1) TechniStructures (1) State Farm Insurance g
Principal
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written approval of Terracon. Test results transmitted herein are only applicable
to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials. -
Page 2 of 2
d]-SNSMOI~FUUe Ney
NORTH POINT OR/VE
N m $
A
.Wi - R ~
~ N t~
(Js
~ ~
O u ~ count
~-
~ h- -, ~ l'l 1L W L~ U 4
.< ~I I _
w
I~ ~
a ~
~ ~ ~ 1 I I ~ ~
~ ~ ~ ~~
=F _ ~ v
7
W
,~ ~ vt ~'; ~ i „~ , ~ i ~
~ it a ~i ~ ~, - ~
~ ! I ~ ''~ 1
__-- _ _ __-- i __-- ~ -~,~ -1
'! ~ ~~ e
_--
___
-__ _ ~-
~ ~~ ~ ~~ ~~
o
\~1y a m e
1" W Fl u
H Y
n a
.1~ °
J
1
1
NO RTH POINT DRIVE
~ ~ ~ _ ~7 u
o ~ _ i _i ~ ~
Tfd1C}C COU1Zi
w ~ U
o
m a °~
-i L i_
~. z I ~ o
~ -~" ~ s
w w M ~n -~ r/ ~ o ~
o ~ ~ ~C ~ ~° s ~ M ~ S
x
a~
0
U~
,.; N
C_ ~
O ~
a °'
L •=.
`-' O
~ `
~ Z ~
a o /U~
ro T• W
C~ N =
_ ~ ~ S _
i i i i i i i
i i i i i i
i i i i i i i
i ~ ~ i
-- -...
_ ~ _.
TRUCK couRr I 1 TRUCK caurrr
Q -
- ~,
~ ~
r
FIELD DENSITY TESTING ~ • ~~r~..~,
Report Number: 94021380.0012 cru;rxF~ruNc
Service Date: October 11, 2002 8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214)630-1010
Client: Transwestern Commercial Services Report Date: October 17, 2002
Attn: James Gaspard Project: Staples
5001 Spring Valley Rd Ste 600W 201 Northpoint
Dallas TX 75244 Coppell, TX
Project Number: 94021380
Maferial Information
Material Laboratory
No. Test Method
1.213800003 ASTM D 698
Description and Classification
Dk & med brown clay
Lab Test Data Proiect Requirements
Optimum Max. Lab Water
Water Dry Unit Content Minimum Dry
Content Weight Range Unit Weight
(%} (pC~ (%} (°h compaction)
19.8 101.3 =/> +3 93
Field Tesf Data Probe Water Dry Unit Dry Unit
Test Lift/ Mat. Depth Content Weight Weight
No. Test Location Elevation No. (inches) (/°
°) c
(p f}
(% compaction)
Moisture Conditioned Building Pad,
Area 5
99 Grid line A.5l5.5, see attached sketches Subgrade 1 12 33.0 93.4 92
100 Grid line B.215.5, see attached sketches Subgrade 1 12 32.6 94.0 93
101 Grid line C.2/5.5, see attached sketches Subgrade 1 12 31.4 93.2 92
102 Grid line D/5.5, see attached sketches Subgrade 1 12 30.9 93.9 93
103 Grid line D.5/5.5, see attached sketches Subgrade 1 12 31.5 94.6 93
104 Grid line E/5.5, see attached sketches Subgrade 1 12 29.4 96.7 95
105 Grid line E.9/5.5, see attached sketches Subgrade 1 12 26.2 97.5 96
.106 Grid line F.9/5.5, see attached sketches Subgrade 1 12 26.9 97.1 96
107 Grid line G.6/5.5, see attached sketches Subgrade 1 12 25.1 98.4 97
108 Grid line H.5/5.5, see attached sketches Subgrade 1 12 30.8 94.2 93
Moisture Conditioned Building Pad,
Area 6
109 Grid line A.5/6.5, see attached sketches Subgrade 1 12 31.9 93.2 92 ~
110 Grid line 8.2/6.5, see attached sketches Subgrade 1 12 30.6 94,7 93
111 Grid line C.1/6.5, see attached sketches Subgrade 1 12 27.4 96.3 95
112 Grid line D/6.5, see attached sketches Subgrade 1 12 29.2 95.2 94
113 Grid line E/6.5, see attached sketches Subgrade 1 12 29.3 94.1 93
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written approval of Terracon. Test results transmitted herein are only applicable
to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials.
Page 1 of 3
o~-sKSma~.rwe Hev
FIELD DENSITY TESTING
Client:Transwestern Commercial Services "r '~'
L'NC;fNh~L'RINCi
Project Number:94021380
Report Number: 94021380.0012
Field Test Dafa Probe Water Dry Unit Dry Unit
Test LifU Mat. Depth Content Weight Weight
No. Test Location Elevation No. (inches) (%) (pct) (°,6 compaction)
114 Grid line E.6/6.5, see attached sketches Subgrade 1 12 28.0 95.8 95
115 Grid line F.2/6.5, see attached sketches Subgrade 1 12 27.6 96.0 95
116 Grid line F.9l6.5, see attached sketches Subgrade 1 12 26.6 97.9 97
117 Grid line G.816.5, see attached sketches Subgrade 1 12 26.3 98.4 97
118 Grid line H.5/6.5, see attached sketches Subgrade 1 12 29.9 95.3 94
Moisture Conditioned Building Pad,
Area 3
119 Grid line A.4/3.5, see attached sketches 1st 1 8 26.2 95.8 95
120 Grid line 6.2/3.5, see attached sketches 1st 1 8 27.9 95.2 94
121 Grid line C/3.5, see attached sketches 1st 1 8 26.4 96.4 95
122 Grid line C.6/3.5, see attached sketches 1st 1 8 26.2 97.9 97
123 Grid line D.4l3.5, see attached sketches 1st 1 8 27.5 97.1 96
124 Grid line E/3.5, see attached sketches 1st 1 8 31.6 93.8 93
125 Grid line E.9/3.5, see attached sketches 1st 1 8 33.0 93.5 92 '
126 Grid line F.8/3.5, see attached sketches 1st 1 8 32.1 93.3 92 77~
127 Grid line G.6/3.5, see attached sketches 1st 1 8 29.4 95.0 94
128 Grid line 11.5!3.5, see attached sketches 1st 1 8 34.5 93.3 92 ~~
Moisture Conditioned Building Pad,
Area 4
129 Grid line A.5/4.5, see attached sketches 1st 1 8 30.1 93.8 93
130 Grid line 614.5, see attached sketches 1st 1 8 25.7 98.7 97
131 Grid line 8.5/4.5, see attached sketches 1st 1 8 26.4 97.6 96
132 Grid line C.5/4.5, see attached sketches 1st 1 8 26.1 97.4 96
133 Grid line D.2/4.5, see attached sketches 1st 1 8 27.8 98.1 97
134 Grid line E.2/4.5, see attached sketches 1st 1 8 26.5 95.3 94
135 Grid line F/4.5, see attached sketches 1st 1 8 25.4 96.0 95
136 Grid line F.9l4.5, see attached sketches 1st 1 8 28.1 95.8 95
137 Grid line G.7l4.5, see attached sketches 1st 1 8 26.7 96.3 95 s ~L
138 Grid line H.5/4.5, see attached sketches 1st 1 8 30.9 93.4 92 ~
Moisture Conditioned Building Pad,
Area 5
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written approval of Terracon. Test results transmitted herein are only applicable
to the actual samples Tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials.
Page 2 of 3
msesnm.wNa n.r
FIELD DENSITY TESTING ~ "`"'~'
Client:Transwestern Commercial Services IiNC;INF.;l:i 2ING
Project Number:9402 1380
Report Number:9402 1380.0012
Field Test Dafa Probe Water Dry Unit Dry Unit
Test Lift/ Mat. Depth Content Weight Weight
No. Test Location Elevation No. (inches) (/a
°) c
(p f)
(°h compaction)
139 Grid line A.4/5.5, see attached sketches 1st 1 8 24.9 99.9 99
140 Grid line 615.5, see attached sketches 1st 1 8 25.7 98.7 97
141 Grid line B.9/5.5, see attached sketches 1st 1 8 26.1 96.3 95
142 Grid line C.8/5.5, see attached sketches 1st 1 8 25.4 100.4 99
143 Grid line D.5/5.5, see attached sketches 1st 1 8 25.5 98,1 97
144 Grid line E.5/5.5, see attached sketches 1st 1 8 27.9 97.4 96
145 Grid line F/5.5, see attached sketches 1st 1 8 32.8 93.8 93
146 Grid line F.9/5.5, see attached sketches 1st 1 8 29.7 94.1 93
147 Grid line G.8/5.5, see attached sketches 1st 1 8 29.4 95.3 94 ~
148 Grid line H.5/5.5, see attached sketches 1st 1 8 31.3 93.7 92
Comments:
An asterisk (~) appears next to test results which do NOT meet the project specifications.
NOTE: For Test Nos. 99 through 118, the Subgrade was verified to be at 515.37 feet above sea level.
For Test Nos. 119 throught 148, the 1st Lift was from the top of Subgrade at 515.37 feet above
sea level and tested at 516.17 feet above sea level.
Services - Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition.
Field Test MethodASTM D2922, ASTM D3017
Gauge ID:
Technician: Bryan C. Hughes
Report Distribution: HBC Engine g
(1) Transwestern Commercial Services (1) City of Coppell -Bldg Insp
(1) Hill $ Wilkinson, Lld. (1) City of Coppell - Constr Insp Reviewed by:
(1) O'Brien $ Associates (1) NBC Engineering Eugene HarbOllr
(1) TechniSiructures (1) State Farm Insurance
Principal
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written approval of Terracon. Test results transmitted herein ate only applicable
to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials. -
Page 3 of 3
Ol~$NSRi01-f i.IV a Ney
... _-
~
~
~ ~
0 ~ u
~ A ~
W ~
J ~ c
~ N a
o
Q ~
Q
W
Q W
NORTHPOINT DRIVE
LSD
X
N
Q
O ~
U r.
N
C ~
O ~
a °~
r .,
.J o
°~z~
a ry~
y O W
cn cv 2
Q ~
~ m
9 W
$
W A
J ~
0
F Y
I h 0 a
~ i ~r
• ~ ~
0 > ,~
I- V1
F- 4
Q W
o~
f'"'
d
ao
o ~
UT
c o
~o ~
a
L ..
o
°~Z~
~o~
cnc~ S
NORTHPOINT DRIVE
TR11GK COUR(
- I -! 1 T
__I _ ~ 1
I ~ I ~
~I ~ I I
.~ ~
-- - -
V y ~-
I~
J
U [f]`-' 4
- ~- ~ -~ n
~ _
I
I
- a
a~ `~
~
~~ - - ~
I ~
`~ ~ V
~ I ~ ~ ~
f
( _ r
i
i
I
.._...__
_ _ _ _.
- - ___-- -
~`
rra~cK cour=t ~ rRUCic cour=t
N m
° y
W ~ e
,I ~ ~+
o ~ c ~
z--~-
~r
N A
0
NORTHPOINT DRIVE
J
N
4
~ ~
O _
~.
fl p
~~
~ Q
Z
H
~
Fw--
Q ~
w 1
~
o ~
x
a~
° c+7
Ur
,.; N
C ~
O ~
a
L ~~
~ O
y ~ ~
~ Z ~
ao U
~Tm
C~N2
T}3JCK couRr
_ ~7 ~ ut Q U 4
~o
_ - ~ ~ ~ .~ V ....
~ ~ ~ ~ ~ ~ ~
~ ~ ~ ~ ~ ~ ~
__
-- ~-- --,----- -1------- -~ ---- ;- ----- ~- .-- -- ----
__ _ ~ _ _ ____ . ___ ~ __ _ -_--- e
TFdK".K c.OURT ~ ~ TRUCK COURT
o
W m e
W ~
~
o
Qz-+- e
YI 01
0
r
a
~ p ..~
~ ~ C~
a ~ r
O d `.\p
~ J N
~ ~
ui O
w
~ ~
X
F-
a~
a~
o ~
UT
^N
C O
O p~
a
L =.
" O
~ `
~ Z ~
aoU
roan
~ N =
NORTHPOlNT DRIVE
_ ~7
~
-r~c~c couRr
w ~ U J
Q
i ~
- - ~ - J ~ L ~- ~ - -- n
~ ~ a
~ r d
~ ~
~
r ga
r
~
~ ~ ~ l
~
r ~~
~ ~ ~ ~ ~
I ~
_ i +
-
I _ __
~ ~
--
- ~ I ~ ~
I ~
-
I
~ t
A r
i i
--- - '-- --i ----
I
-~ - ~
-- - '
1 ___ _- r- __--- 'r- -
~ i
- ---' -- -----
(fJ
I
--- -_ _-- ---- -~ ---
- - -
-- - --- ~- --- '._ _
- -' - ---
m
8
_. -- __ ____ _ _ _ ._..._._ _____..
TRUCK COURT
TRUCK COURT
0 ~'
h m e ~
W A
R
o ~x-+-
N P
0
NORTH POl NT DRIVE
9JJ
y
V
\ Q
~ Q
\ ~ J
Z '~
F-
~ { ~,0^
Q ~ 1 71`
~ ~
a~
o~
U r.
c o
o~
n
L •~
` O
~ Z a
ao U
~r.m
c~ N 2
~ I~.y
1 f~/~r..~}~
Z l7 1L 111 ~ U 4
_~ ~ J I I I_ _~ n
- - I -I ~ 7 r I- I - -~- ,~
a
I I I I I I ~~ ~
J ~\ ~ .(~
- - ~ 41
I ~ I. j ~ I I I. .~ ~
- - - - ~
I 1 I -I~- I I I
- - -- ~ ,I ~ - - r-
~ ~ I i
--- -- --- -'---__ ..----- - -__-- i- ----- ~-- --____~ -- __-- c0
~ ~
~ ~ I ---
~ -~
! ~
TF7JGK GOURT
TRUCK GOURT
FIELD DENSITY TESTING ~ , ~~r~.,~,
Report Number: 94021380.0013 i:NCrxYxrerxe
8901 Carpenter Fnvy., Suite #100
Service Date: October 12, 2002 Dallas, Texas 75247
(214)630-1010
Client: Transwestern Commercial Services Report Date: October 17, 2002
Attn: James Gaspard Project: Staples
5001 Spring Valley Rd Ste 600W 201 Northpoint
Dallas TX 75244 Coppell, TX
Project Number: 94021380
Material Information Lab Test Data Proiect Requirements
Optimum Max. Lab Water
Water Dry Unit Content Minimum Dry
Material Laboratory Content Weight Range Unit Weight
No. Test Method Description and Classification (%) (pef) (%) (~~ compaction}
1.213800003 ASTM D 698 Dk 8 med brown clay 19.8 101.3 =/> +3 93
Field Test Data
Probe Water Dry Unit Dry Unit
Test Lift/ Mat. Depth Content Weight Weight
No. Test Location Elevation No. (inches) (%) (pcf) (%compaction)
Moisture Conditioned Building Pad,
Area 6
1D
149 Grid line A.5/6.5, see attached sketches 1st 1 8 31.6 93.7 92
*y
150 Grid line B/6.5, see attached sketches 1st 1 g 29.4 94.8 94
151 Grid line 8.8/6.5, see attached sketches 1st 1 8 26.2 96.2 95
152 Grid line C.5l6.5, see attached sketches 1st 1 8 25.1 98,9 98
153 Grid line D.6/6.5, see attached sketches 1st 1 8 25.4 98.3 97
154 Grid line E.2/6.5, see attached sketches 1st 1 8 29.3 96.7 95
155
Grid line Fl6.5, see attached sketches
1st
1
8
30.8
93.3 ~
92 ° *a~
156 Grid line F.9l6.5, see attached sketches 1st 1 8 36.0 93.2 92 ~'
157 Grid line G.8/6.5, see attached sketches 1st 1 8 31.2 93.4 92
158 Grid line H.5/6.5, see attached sketches 1st 1 8 28.0 95.6 94
Moisture Conditioned Building Pad,
Area 3
159 Grid line A.5/3.5, see attached sketches 2nd 1 8 26,0 97.9 97
160 Grid line 8/3.5, see attached sketches 2nd 1 g 26.2 98.4 97
161 Grid line 8.8/3.5, see attached sketches 2nd 1 8 27.4 96.3 95
162 Grid line C.6/3.5, see attached sketches 2nd 1 8 25.9 99.8 99
163 Grid line D.3/3.5, see attached sketches 2nd 1 8 29,3 96.1 95
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written approval of Terracon. Test results transmitted herein are only applicable
to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials. -
Page 1 of 2 ,
Oi~SN$(ip~suly~ Key
FIELD DENSITY TESTING
Client: Transwestern Commercial Services
diwi.in~ ,17r~.r~,
L'NGSNF~IZfNG
Project Number:94021380
Report Number:94021380.0013
Field Test Data
Probe Water Dry Unit bry Unit
Test Lift/ Mat. Depth Content Weight Weight
No. Test Location Elevation No. (inches) (/°
°) c
(p f)
(% compaction)
164 Grid line E/3.5, see attached sketches 2nd 1 8 31.4 93.3 92 '~'
165 Grid line E.9/3.5, see attached sketches 2nd 1 8 30.6 93.5 92 ~r
166 Grid line G/3.5, see attached sketches 2nd 1 8 32.1 94.0 93
167 Grid line G.9/3.5, see attached sketches 2nd 1 8 29.8 93.7 92
168 Grid line H.5/3.5, see attached sketches 2nd 1 8 26.0 94.9 94
Comments:
An asterisk (`) appears next to test results which do NOT meet the project specifications.
NOTE: For Test Nos. 149 through 158, the 1st Lift was from the top of Subgrade at 515.37 feet and
tested at 516.17 feet above sea level.
For Test Nos. 159 through 160, the 2nd Lift was from the top of the 1st Lift and tested at
516.97 feet above sea level.
Services - Pertorm in-place density and moisture content tests to determine degree of compaction and material moisture
condition.
Field Test Method ASTM D2922, ASTM D3017
Gauge ID:
Technician: Bryan C. Hughes
Report Distribution: HBC Engi ring
(1) Transwestern Commercial Services (1) City of Coppell -Bldg Insp
(1) Hill 8 Wilkinson, Ltd. (1) City of Coppell - Constr Insp Reviewed by:
{1) O'Brien 8 Associates (1) NBC Engineering EU ne Harbour
(1) TechniStructures (1) State Farm Insurance
Principal
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written approval of Terracon. Test resulfs transmiried herein are only applicable
to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials,
Page 2 of 2
0I-SKSni 01-F~GU,a Kay
~\
Y ~'
0
yHj A ~
o
J
~
F o -
max-.-- n
3
~ n a
\~
h `
\tv` O
V O
Z
~'-
w
O ¢
a~
o~
Ur
co
o~
a
~ .~
o
°~z~-
a
~Om
Cn cv 2
NORTH POINT DRIVE
J
TRJCK GCUFZI'
= l7 iL LLl Q V
_I .I ~ J -_ I L ~ I_
-_
__ I I 1
_ J T
1 7- I-
~ _ I--
- _
tr I
I ~ I I
~ ~i I
~ I I I
f_ I-
~ I
I I
(` -
I
~
a~
- - - ~
,~ ~,
• i I• , I I . I , I • •I ~
~_ - ~ --
I
- i --
----- i
,_ . _ _-- ~-- _
+
-- __
__. _
f- -
- ._
I
I
;
Tra~ctc cwrlr ~ rRUCx courrr
Q
N
~~
1P
>~
m
~ ,~-
~`
~ o ~~
N m $
W ~
o ---mot---- R
~r
+q' N a
0
i
_`
v~ i
- - -I
- -
i i
_ _ -I
i
i---- -I
~I
7RJCK COURT
Q ~ S ~ lL 1L1 0 V
~ . ' I _I ~
0 0 _; ~ ~_ ~ L ,_
z
F-
~ a~. - i -~
a w
o cr
X
Qo
o~
UT
c o
o~
a
L ..
o
°~Za
room
DNS
NORTH POINT DR1VE
J
~~
~ ~ ~ i J
-\ -
i i i i i
i i ~ i i
i
~xac courir
rraic+c couRr
Q
w-
.n
J~
r
e