Northlake 635(5)-LR0002171N-PLACE DENSITY T,, STING
Date of Service:
Client No.:
Client:
Services:
02/11/2000
85229000
Transwestern Property Company
Attn: James Gaspard
12221 Merit Drive, g450
Dallas TX 75251
In-place density testing.
CONTRACTOR:
Butler Construction
MOISTURE DENSITY RELATIONS:
M/D No.
1
2
3
Description
Report No.: 0004250
Project No.: 94991456
Project: Coppell £
1221 S. B
Coppell,
PROJECT DATA
Laboratory Test Method:
ASTM D-698
Lt. brown, tan & gray shaley clay w/calcareous
nodules
Gray & med brown clay w/tan & gray limestone
Moisture%
Field Test 1V
ASTM
ASTM
Maximum
Density pcf
Med to dk brown clay
24.5
18.0
96.0
106.5
a division oflrmmetm
8901 Carpenter Frwy., Suite#100
Dallas, Texas 75247
Report Date
02/17/2000
ommerce Center
:ltline (Bldg. A)
?exas
thod:
)2922
)3017
Project Requirements
I ioisture Density
+3oA
+3°/,
TEST
NO TEST LOCATION
Moisture Conditioned Bldg Pad
81 Building line B.5/4.5
82 Building line B/4
83 Building line C.3/3
84 Building line B/2
Water Injected Subgrade
85 Building line C.3/9
86 Building line C/7
87 Building line C.5/5.5
88 Building line A.5/6
21.5 100.0 +3°/
FIELD DENSITY TESTS
PROBE LIFT/ M/D MOIST[
DEPTH ELEV No. (%)
6" 7th 2
6" 8th 2
6" 7th 2
6" 8th 2
6" Final 3
6" Final 3
6" Final 3
6" Final 3
This report is exclusively tbr the use of the client indicated above and shall not be reproduced except in full without the writt~
07SDS Page I of 2
or above
or above
or above
92%
92%
92%
~E DRY DENSITY
(pc0
2!;.0 100.2
2;'_8 101.2
2~.7 101.7
2~.0 102.3
2:;.4 94.6
2:;.7 93.2
2,[.8 95.0
2, k9 93.8
DENSITY
(% max)
94
95
96
96
95
93
95
94
approval of HBC Engineering, Inc.
Report No.:
TEST
NO
0004250
TEST LOCATION
89 Building line B/7.5
90 Building line A.5/9.5
91 Building line B.5/7
Second Trip: 5:00 p.m. to 5:30 p.m.
PROBE
LIFT/ M/D MOISTUI
DEPTH ELEV No. (%)
6" Final 3 25
6" Final 3 24
6" Final 3 25
Test results on this report meet project specification.
~E DRY DENSITY DENSITY
(pct') (% max)
.2 94.8 95
.9 94.3 94
.6 96.1 96
Technician: Roy Montgomery
Report Distribution:
(1) Transwestem Property Company
(1) O'Brien & Associates
(I) Technistructures, inc.
(I) Butler Construction
Started: 1 l:00a
(1) City of Coppell
(1) City of Coppcll
Finished: 1:00p
Pat
Sen
This report is exclusively tbr the use of the client indicated above and shall not be reproduced except in full without the writt~
07SDS Page 2 of 2
tl D. Smith, P.E.
or Project Engineer
:n approval of HBC Engineering, Inc.
IN-PLACE DENSITY C' ' STING
Date of Service:
Client No.:
Client:
Services:
02/09/2000
85229000
Transwestern Property Company
Attn: James Gaspard
12221 Merit Drive,/t450
Dallas TX 75251
In-place density testing.
CONTRACTOR:
Butler Construction
Report No.: 0004041
Project No.: 9499145¢
Project: Coppell (
1221 S. E
Coppell,
MOISTURE DENSITY RELATIONS:
M/D No. Description
PROJECT DATA
Laboratory Test Method:
ASTM D-698
Gray & med brown clay w/tan & gray limestone
Moisture %
Field Test
ASTM
ASTM
Maximum
Density pcf
TEST
NO TEST LOCATION
18.0 106.5 +3~
a aivision ofl~
8901 Carpenter Frwy. Suite #100
Dallas, Texas 75247
Report Date
02/17/2000
ommerce Center
eltline (Bldg. A)
Fexas
~thod:
D2922
D3017
Project Requirements
doisture Density
or above 92%
Moisture Conditioned Bldg Pad
69 Building line D.5/3
70 Building line D.5/3
71 Building line D.5/3
72 Building line D/2.3
73 Building line D/2.3
74 Building line D/2.3
75 Building line E.3/3
76 Building line E.3/3
77 Building line E.3/3
78 Building line D/2.8
79 Building line D/2.8
80 Building line D/2.8
FIELD DENSITY TESTS
PROBE LIFT~ M/D MOISTU
DEPTH ELEV No. (%)
6" 1 st 1 2
6" 2nd 1 2
6" 3rd 1 2
6" 1 st 1 2
6" 2nd 1 2
6" 3rd 1 2
6" 1st 1 2
6" 2nd 1 2
6" 3rd 1 2
6" 1st I 2
6" 2nd 1 2
6" 3rd 1 2
DRY DENSITY DENSITY
(pcf) (% max)
1.0 101.2 95
1.8 100.8 95
L3 101.5 95
1.7 102.3 96
Y..5 99.9 94
Y..8 101.7 96
1.7 106.0 100
1.0 100.8 95
1.5 101.7 96
3.0 101.8 96
2.7 100.3 94
2.6 102.7 96
Test results on this report meet project specification.
This report is exclusively for the use of thc client indicated above and ahall not bc reproduced except in tull without thc wriV
07SDS Page I of 2
on approval of HBC Engineer/ns, Inc.
IN-PLACE DENSITY T"STING
Date of Service:
Client No.:
Client:
02/07/2000
85229000
Transwestern Property Company
Attn: James Gaspard
12221 Merit Drive, g450
Dallas TX 75251
Report No.: 0003841
Project No.: 94991456
Project: Coppell t2
1221 S. B
Coppell,
Services: In-place density testing.
CONTRACTOR:
Butler Construction
PROJECT DATA
Laboratory Test Method:
ASTM D-698
Field Test IV
ASTM
ASTM
MOISTURE DENSITY RELATIONS:
MID No. Description
1 Gray & med brown clay w/tan & gray limestone
Maximum
Moisture % Density pcf
18.0 106.5
FIELD DENSITY TESTS
TEST
NO TEST LOCATION
6O
61 Building line B.8/3.8
62 Building line C.5/3
63 Building line C.3/1.8
64 Building line B.3/2.5
65 Building line B/3
66 Building line C/2
67 Building line C.8/3
68 Building line B/2.5
PROBE LIFT/ M/D MOISTU
DEPTH ELEV No. (%)
Moisture Conditioned Subgrade
Building line C.5/4.8
6" 6th 1 2
6" 6th 1 2
6" 4th 1 2~
6" 4th 1 2,
6" 4th 1 2,
6" 5th 1 21
6" 5th 1
6" 6th 1 2~
6" 6th 1 2
Test results on this report meet project specification.
Technician: Roy Montgomery
Report Distribution:
(1) Transwestem Property Company
(1) O'Brien & Associates
(!) Technistructures, inc.
(I) Butler Construction
Started: 1:30p
(I) City of Coppell
(1) City of Coppcll
Finished: 3:00p
ENONEERI~, lNG
a division ofl~sm-'~c~n
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
ommerce Center
eltline (Bldg. A)
?exas
Report Date
02/17/2000
~thod:
)2922
)3017
Project Requirements
loisture Density
+3°A. or above
92%
RE DRY DENSITY DENSITY
(pc0 (% max)
· .7 100.7 95
~.0 101.2 95
L6 100.0 94
k0 99.2 93
k0 99.7 94
~.2 100.7 95
L9 99.6 94
L0 99.0 93
~.2 99.9 94
Sen ior Project Engineer
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the writt
approval of HBC Engineering, Inc.
07SDS Page 1 of I
IN-PLACE DENSITY STING
Date of Service:
Client No.:
Client:
02/06/2000
85229000
Transwestern Property Company
Attn: James Gaspard
12221 Merit Drive, g450
Dallas TX 75251
Report No.:
Project No.:
Project:
0003739
9499145¢
Services: In-place density testing.
CONTRACTOR:
Butler Construction
PROJECT DATA
Labo rato ry Test Method:
ASTM D-698
MOISTURE DENSITY RELATIONS:
M/D No. Description
Moisture %
Maximum
Density pcf
1 Gray & med brown clay w/tan & gray limestone
18.0
106.5
FIELD DENSITY TESTS
TEST
NO TEST LOCATION
Coppell(
1221S.[
Coppell,
Moisture Conditioned Subgrade
54 Building line C/1.8
55 Building line B/2
56 Building line A.8/3
57 Building line C/3.5
58 Building line B/4
59 Building line A.8/5
Field Test
ASTM
ASTM
+3~
Technician: Roy Montgomery
Report Distribution:
(1) Transwestem Propel~ry Company
(1) O'Brien & Associates
(1) Technistmctures, Inc.
(1) Butler Construction
PROBE LIFT/ M/D MOIST[
DEPTH ELEV No. (%)
6" 3rd 1 2
6" 3rd 1 2
6" 3rd 1 2
6" 5th 1 2
6" 5th 1 2
6" 5th 1 2
Test results on this report meet project specification.
a division of'[~tr'dlJ~
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
02/17/2000
ommerce Center
,eltline (Bldg. A)
rexas
Finished: 12:30p
Started: I l:00a
(1) City of Coppell
(1) City of Coppell
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the writ
ethod:
D2922
D3017
Project Requirements
~loisture Density
or above 92%
tE DRY DENSITY
(pc0
DENSITY
(% max)
1.3 99.9 94
4.6 97.9 92
4.0 98.3 92
1.6 100.6 95
1.8 100.3 94
2.3 101.2 95
Set ior Project Engineer
en approval of HBC Engineering, Inc.
07SDS Page 1 of 1
tN-PLACE DENSITY lr TING
Date of Service:
Client No.:
Client:
Services:
02/05/2000
85229000
Transwestern Property Company
Attn: James Gaspard
12221 Merit Drive, g450
Dallas TX 75251
In-place density testing.
CONTRACTOR:
Butler Construction
MOISTURE DENSITY RELATIONS:
Report No.: 0003735
Project No.: 9499145~
Project: Coppell (2
1221 S. B
Coppell,
Elq(illqF_~lll~, 1I~
a division
8901 Carpenter Frwy. Suite#100
Dallas, Texas 75247
Report Date
02/17/2000
',ommerce Center
eltline (Bldg. A)
?exas
PROJECT DATA
Laboratory Test Method:
ASTM D-698
M/D No. Description Moisture %
1 Gray & med brown clay w/tan & gray limestone 180.0
FIELD DENSITY TESTS
Field Test M
ASTM
ASTM
Maximum
Density pcf
106.5 +3°/,
~thod:
)2922
)3017
Project Requirements
loisture Density
or above 92%
TEST PROBE LIFT/
NO TEST LOCATION DEPTH ELEV
Moisture Conditioned Subgrade
42 Building line C.5/4 6"
43 Building line B.8/5 6"
44 Building line A.5/4.2 6"
45 Building line B/4.1 6"
46 Building line B/3.8 6"
47 Building line C/3.5 6"
48 Building line C/2.5 6"
49 Building line B/2 6"
50 Building line B/3 6"
51 Building line B.8/3.5 6"
52 Building line C.5/2 6"
53 Building line B.5/1.8 6"
M/D MOISTU
no. (%)
3rd 1 2
3rd 1 2~
3rd 1 2
4th 1 2;
4th 1 2~
4th 1 21
1st 1 2
1st 1 2
1st 1 2
2nd 1
2nd 1 21
2nd I
tE DRY DENSITY DENSITY
(poi) (% max)
..8 99.3 93
!.3 101.2 95
..5 100.6 95
!.7 100.5 94
L6 100.2 94
k0 101.2 95
..7 99.7 94
..0 100.3 94
~.7 101.7 96
!.6 100.6 95
~.2 100.1 94
L3 100.8 95
Test results on this report meet project specification.
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the writt
07SDS Page 1 of 2
m approval of HBC Engineering, Inc.
IN-PLACE DENSITY 'STING
Date of Service: 02/04/2000
Client No.: 85229000
Client: Transwestem Property Company
Attn: James Gaspard
12221 Merit Drive, g450
Dallas TX 75251
Services: In-place density testing.
CONTRACTOR:
Butler Construction
MOISTURE DENSITY RELATIONS:
M/D No. Description
PROJECT DATA
Laboratory Test Method:
ASTM D-698
1 Gray & med brown clay w/tan & gray limestone
TEST
NO TEST LOCATION
Moisture Conditioned Pad
38 Building line C/5
39 Building line A.5/4.8
40 Building line C.3/4.3
41 Building line B/4
Second Trip: 5:00 p.m.
Technician: Roy Montgomery
Report Distribution:
(I) Transwestem Property Company
(1) O'Brien & Associates
(I) Teehnistructures, Inc.
(1) Butler Construction
Report No.: 0003684
Moisture
Project No.: 9499145~
Project: Coppell £
1221 S. lq
Coppell,
Field Test NO
ASTMi
ASTM
Maximum
Density pcf
2L6
2L2
2,1.0
2 L0
18.0 106.5 +3~
FIELD DENSITY TESTS
PROBE
LIFT/ M/D MOISTU
DEPTH ELEV No. (%)
6" 1st 1
6" 1st 1
6" 2nd 1
6" 2nd 1
Test results on this report meet project specification.
to 6:00 p.m.
Started: 11:00a
(1) City of Coppcll
(1) City of Coppcll
Finished: 12:00p
Pa
Set
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the writ
a division oflK~n'at:nn
8901 Carpenter Frwy. Sulte #100
Dallas, Texas 75247
',ommerce Center
eltline (Bldg. A)
['exas
~thod:
~2922
~3017
Project Requirements
4oistu re Density
or above 92%
~E DRY DENSITY
(pcO
Report Date
02/17/2000
;n~g, Inc.
Jl D. Smith, P.E.
ior Project Engineer
DENSITY
(% max)
100.3 94
101.6 95
98.7 93
103.1 97
en approval of HBC Engineering, inc.
07SDS Page I of 1