Gateway BP(3.1)-LR070315~~~ ~,_ r~~~~~f~
8908 Ambassador Row, Dallas, T~ 7247
7701 W. Little York, Suite 600, Houston, TX 77040
4221 Freidrich Lane, Suite 195, Austin, TX 78744
Corporate Phone: (817) 284-1318
IN-PLACE DENSITY TESTING
Client: Transwestern Commercial Services Report No.: 278546
Mr. Ric Nelson Project No.: 0712786
Transwestern Commercial Services Date of Service• 02/13/2007
5001 Spring Valley Rd., Ste 600W Report Date: 03/15/2007
Dallas TX 75244
Project: Gateway Business Center
Coppell, Texas
Services: Perform In-Place Density Test in accordance with ASTM Standards.
PROJECT DATA
CONTR4CTOR: Constructors & .Associates Standard Counts
Test Methods: ~ ~
ASTM D-_9~2 Gauge: Troxler 3430 Moisture Density
.ASTM D-3017 Gauge Serial No: 35518 Current: 745 Current: 2567
Test'Vlode: DT Previous: 740 Previous: 2562
MOISTURE DENSITY RELATIONS
Maximum Project Requirements
DI/D No, Description Moisture % Density pcf Moisture Density
1 Tannish Brown Silty Clay 24.5 93.5 Minimum +4 92-96
~ Dark Brown Clay 27.0 89.0 Minimum +4 92-96
TEST
NO
TEST LOCATION' PROBE
DEPTH ]1/D
No. MOISTURE
(%) WET DENSITY DRY DENSITY
(pci) (pct DENSITY
(% max)
Fill
1 Building pad 1, 25' south, 35' east from 6" 2 33.0 1 ll3 83.7 94
northwest corner, 10th lift
Fill
2 Building pad 1, 25' south, 70' east from 6" 2 32.2 110.9 83.9 94
northwest corner, 10th lift
Fill
3 Building pad 1, 25' south, 110' east from 6" 2 3l .7 110.6 84.0 94
northwest corner, 10th lift
Fill
4 Building pad 1, 75' south, 35' east from 6" 2 31.8 1 l 12 84.4 95
northwest corner, 10th lift
LIMI'T,ATTO?~S~ The test results presented herein were prepared haled upon the specific samples provided for testing. We assume no responsibility for vaziation in quality
(c;omposition. appearance, etc.) or any other feature of similar subject matter provided b.' persons or conditions over evhich we have no control. Our letters and reports are
for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineenng Services, Ltd.
i,-TM Page 1 of 3
~zepr,,rt'~o '%b~~'6
t'roject No.: U7L786 Client: Transti~~estern Commercia
l Services q4 a
FEST PROBE bI/D ,lIOISTURE w'ET DENSITY DRY DENSITY DENSITY
'~~O TEST LOCATION DEPTH No. (°iu) (pct) (pct (% max)
Fiil
5 Building pad 1, 75' south, 70' east from 6" 2 33.3 111.3 83.5 94
northwest corner, 10th lift
Fill
6 Building pad 1, 75' south, 110' east from 6" 2 31.5 110.7 84.2 95
northwest corner, 10th lift
Fill
7 Building pad 1, 125' north, 35' east from 6" 1 33.7 1 I6.2 86.9 93
southwest corner, subgrade
Fill
8 Building pad 1, 125' north, 70' east from 6" 1 32.5 116.5 87.9 94
southwest corner, subgrade
Fi11
9 Building pad 1, 125' north, 110' east from 6" 1 31.3 116.1 88.4 95
southwest corner, subgrade
Fill
10 Building pad 1, 125' north, 35' east from 6" 1 31.6 116.6 88.6 95
southwest corner, 1st lift
Fill
11 Building pad L 125' north, 70' east from 6" l 32.1 l 17.3 88.8 95
southwest corner, 1st lift
Fill
1 Z Building pad 1. 12S north, 110' east from 6" 1 31.5 116.9 88.9 95
southwest corner, 1st lift
Fi11
13 Building pad 1, 175' north, 35' east from 6" 1 31.7 116.7 88.6 95
southwest corner, 1st lift
Fill
14 Building pad 1, 17S north, 70' east from 6" 1 32.2 116.1 87.8 94
southwest corner, 1st lift
Fill
15 Building pad 1, ] 75' north, 110' east from 6" 1 34.4 116.8 86.9 93
southwest corner_ 1st lift
Fili
16 Building pad 1, 175' south, 35' east from 6" l 33.2 116.7 87.6 94
northwest corner, subgrade
Fill
17 Building pad 1. 175' south, 70' east from 6" 1 33.7 116.7 87.3 93
northwest corner, subgrade
Fill
18 Building pad 1, 175' south, 110' east from 6" 1 32.4 116.8 88.2 94
northwest corner, subgrade
Fill
19 Building pad 1, I25` south, 35' east from 6" 2 31.4 111.4 84.8 95
northwest corner, 1st lift
LIIvIPf.ATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, etc.j or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and reports are
for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineering Services, Ltd.
''T-~ Page 2 of 3 `
&eport No . ? b~-tt
Project PTO.: 071??P,6 Client: Transwestern Commercial Sen~ices
,.,.. ,~
~.f_ ~~ f
"PEST NROBE M/D MOISTURE y~'ET DENSITY DRY DENSITY DENSITY
'i0 TEST LOCATION DEPTft No. (%) (pcf) (pct) (% max)
Fill
~0 Building pad 1, 125' south, 70' east from 6" 2 32.2 111.2 84.1 94
north~~est corner. 1 st lift
Fill
21 Building pad 1, 125' south, 110' east from 6" 2 31.9 1 l 1.1 842 95
northwest corner, 1st lift
Fill
22 Building pad ] , 175' south, 35' east from 6" 2 31.7 111.8 84.9 95
northwest corner, 1st lift
Fill
23 Building pad 1, 175' south, 70' east from 6" 2 33.2 111.2 83.5 94
northwest corner, 1st lift
Fill
24 Building pad I, 175' south, 110' east from 6" 2 31.8 111.9 84.9 95
northwest corner, 1st lift
Test results on this report meet Project specifica tion.
Technician: Joe Jernigan Started: I ; I Spm Fini shed: 3:30pm
Ro ~
Report Distribution: /
(11 Transwestem Commercial Services (1) Murray Construction Co, Ina '~-'"
(])CitvofCoppell (1),4ztecEnvironmental ~ 'M1Chael COX, SET
{ 1;i City- of Coppell ~ Project Manager
(1) Constructors ~
LIMITATIO'~S The test results presented herein were prepared based upon the specific samples provided for testins. We assume no responsibility for variation in quality
lcomposition_ appearance, etc.) or an}~ other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and reports are
for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineering Services, Ltd.
i'TIV1 Page 3 of 3
~~~
89(18 :ambassador Row, Dallas, "Tx 75247
7701 w. Little York, Suite 600, Houston, TX 77040
4231 Freidrich Lane, Suite 195, Austin, Tx 78744
Corporate Phone: (817) 284-1318
IN-PLACE DENSITY TESTING
Client: Transwestern Corrnnercial Services Report No.: 278528
Mr. Ric Nelson Project No.: 0712786
Transwestern Commercial Services Date of Service: 02/13/2007
5001 Spring Valley Rd., Ste 600W Report Date: 03/15/2007
Dallas TX 75244
Project: Gateway Business Center
Coppell, Texas
Services: Perform In-Place Density Test in accordance with ASTM Standards.
PROJECT DATA
CONTRACTOR: Constructors & Associates Standard Counts
Test Methods: Gauge: Troxler 3430 Moisture Density
ASTM P-2922
ASTM D-3017 Gauge Serial No: 35518 Current: 745 Current: 2567
Test Mode: DT Previous: 740 Previous: 2562
MOISTURE DENSITY RELATIONS
Maximum Project Requirements
b1/D No. Description Moisture % Density pcf Moisture Density
1 Tannish Brown Silty Clay 24.5 93.5 Minimum +4 92-96
2 Dark Brown Clay
27.0 89.0 Minimum +4 92-96
TEST PROBE )vI/D MOISTURE VI'ET DENSITY' DRl' DENSITY DENSITY
NO TEST LOCATION DEPTH No. (%) (pcf) (pct) (% max)
Fill
1 Building pad 1, 25' north, 35' east from 6" 1 32.9 116.8 87.9 94
southwest corner, 10th lift
Fill
2 Building pad 1, 25' north, 70' east from 6" 1 31.4 1 16.4 88.6 95
southwest corner, 10th lift
Fill
3 Building pad 1, 25' north, 110' east from 6" 1 30.8 116.9 89.4 96
southwest corner, 10th lift
Fill
4 Building pad 1; 75' north, 35' east from 6" 1 32.7 116.8 88.0 94
southwest corner. 10th lift
LIMIT,4'I'IONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(compvsition_ appearance, etc.) or any other feature of similar subject matter provided by persons or conditions over H~hich we have no control Our letters and reports are
for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineering Services, Ltd.
~7 rhl Page 1 of 2
EZeport No . ~7S~~8 ~~~ '~~~
Project No.: 0712786 Client: Trans«~estern Commercial Services
TEST PNOBE NLD A1OISTURE 1y'E'T DENSITY DRY DENSITY DENSITY
NO "LEST LOCATION DEPTId No. (%) (pcf) (pct) (% max)
FiII
5 Building pad 1, 75' north, 70' east froth 6" 1 32.3 116.6 88.1 94
southw°est corner, l 0th lift
Fill
6 Building pad 1, 75' north, l l0' east from 6" 1 32.4 116.5 88.0 94
southwest corner, 10th lift
Fill
7 Building pad 1, 25' south, 35' east from 6" 2 35.5 1 14.5 84.5 95
northwest corner, 9th lift
Fill
8 Building pad 1, 25" south, 70' east from 6" 2 36.1 114.6 84.2 95
north~~est corner, 9th lift
Fill
9 Building pad 1, 25' south, 110' east from 6" 2 35.5 114.4 84.4 95
northwest corner, 9th lift
Fill
10 Building pad 1, 75' south, 35' east from 6" 2 36.5 114.0 83.5 94
northwest corner, 9th lift
Fill
11 Building pad 1, 75' south, 70' east from 6" 2 37.1 114.5 83.5 94
northwest corner. 9th lift
Fill
12 Building pad 1, 75' sauth, 110' east from 6" 2 37.0 114.]. 83.3 94
northwest corner, 9th lift
Test results on this report meet project specification.
Ro e '
Technician: ,loe .lernlgan Started: 7;3~an1 Finished: 9:45a
Report Distribution:
Q) Transwestern Commercial Services (])Murray Construction Co, Inc.
(])City of Coppell (1) Aztec Environmental ~`--~ ~ / M1Chael COX, FEZ'
(1 i City of Coppell ~ Project Manager
~1 j Constructors
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
{composition, appearance, etc.j or any other feature of similar subject matter provided b} persons or conditions over which we have no control. Our letters and reports are
for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the v.~ritten approval of Rone Engineering Services, Ltd.
1?TR7 Page 2 of 2
. n~ nine~~in
8908 Ambassador Row, Dallas, TX 75247
7701 W. Little York, Suite 600, Houston, TY 77040
4221 Freidrich Lane, Suite 195, Austin, TX 78744
Corporate Phone: (817) 284-1318
IN-PLACE DENSITY TESTING
Client: Transwestern Commercial Services Report No.: 278482
Mr. Ric Nelson Project No.: 0712786
Transwestern Commercial Services Date of Service: 02/12/2007
X001 Spring Valley Rd., Ste 600W Report Date: 03/15/2007
Dallas TX 7244
Project: Gateway Business Center
Coppell, Texas
Services: Perform In-Place Density Test in accordance with ASTM Standards.
PROJECT DATA
CONTRACTOR: Constructors & Associates Standard Counts
Test Methods: Gauge: Troxler34~0 Moisture Density
ASTM D-2922
,ASTM D-307 7 Gauge Serial No: 35S 18 Current: 740 Current: 2560
Test Mode: l)"I~ Previous: 742 Previous: 2564
MOISTURE DENSITY RELATIONS
Maximum Project Requirements
IVt/D No. Description Moisture % Density pcf Moisture Density
1 Dark Brown Clay 27.0 89.0 Minimum +4 92-96
2 Tannisri Bro«~n Silty Clay 24.5 93.5 Minimum +4 92-96
'TEST PROBE M/D MOISTliRE WET DENSITY DRY DENSITY DENSTFY
NO TEST LOCATLON DEPTH '_Vo. (%) (pci) (pct) (% max)
Building pad 1
1 25' south. 70' east from northwest corner, 6" 1 31.7 112.1 85.1 96
7th lift
Building pad 1
2 25' south, l ] 0' east from northwest corner. 6" 1 32.2 1 ] 1.7 84.5 95
7th lift
Building pad 1
3 75' south, 35' east from northwest corner, 6" 1 31.8 111.1 84.3 95
7th lift
Building pad 1
4 75' south. 70' east from northwest corner, 6" 1 31.9 11 L6 84.6 95
7th lift
LIMTTAT[ONS: The test results presented herein were prepared based upon the specific samples p~~ovided for testine. We assume no responsibility for variation in quality
(composition. appearance, etc.) or a~iy other feature of similar subject mater provided b} persons or conditions over which we have no control Our letters and reports are
for the exclusive use of the clients to whom they are addressed and shall not be reproduced except m full without the written approval of Rone Engineering Services, Ltd.
17TH Page 1 of 2
F'roject'Vo.: 0 7]?786 Client: Transwestern Commercial Services
ff-5r PROSI; NUD IYIOISTLRE WET DENSITY DRI' DENSITY DENSITY
NO TEST IACATION DEPTH No. (%) (pci) (pct) (% max)
Building pad 1
5 75' south_ 1 l 0' east from northwest confer, 6" 1 33.4 111.5 83.6 94
7th lift
Building pad 1
6 25' north, 35' east from southwest corner, 6" 1 32.6 111.9 84.4 95
9th lift
Building pad 1
7 25' north, 70' east from southwest corner, 6" 1 33.0 111.3 83.7 44
9th lift
Building pad l
8 25' north. 110' east from southwest corner, 6" 1 30.7* 110.8 84.8 95
9th lift
Building pad l
9 25' south. 35' east from northwest corner, 6" 1 32.2 110.9 83.9 94
8th lift
Building pad ]
] 0 25' south, 70' east from northwest corner, 6" 1 31.7 110.6 84.0 94
8th lift
Building pad 1
I 1 25' south. 110' east from northwest corner, 6" 1 31.8 111.2 84.4 95
8th lift
Building pad 1
12 75' south, 35' east from northwest corner, 6" 1 33.3 I 1 ] .3 83.5 44
8th lift
Building pad 1
l 3 75' south. 70' east fi-om northwest corner, 6" 1 31.5 110.7 84.2 95
$th lift
Building pad 1
14 75' south. 110' east from northwest corner, 6" 1 31.4 111.4 84.8 95
8th lift.
Building pad 1
15 Retest #6 from report #278441 6" 1 31.7 111.8 84.9 95
Building pad 1
16 Retest #8 this report 6" 1 31.8 111.1 84.3 95
Building pad 1
17 Retest #3 from report #278441 6" 1 35.5 114.5 84.5 95
An asterisk (*) appears next to test results which do NOT meet the project specifications.
Technician: Joe Jernigan Started: 12:30p Finished: 3:151
Report Distribution:
(1) Transwestern Commercial Services (I) Murray Construction Co, Inc.
(1 j City of Coppell (1) Anec F,nvironmenfal
(1) City of Coppell
(1) Constructors
LIMITAT]GNS: The test results presented herein were prepared based upon the specific samples provided for testing. V.%e assume no responsibility for variation in quality
(composition, appearance. etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control Our letters and reports are
for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineering Services, Ltd.
"TAI Page 2 of 2
~~
3908 Ambassador Row, Da)las, Tt 75247
7701 Pd. Little York, Suite 600, Houston, TX 77040
4221 Freidrich Lane, Suite 195, Austin, TX 78744
Corporate Phone: (8] 7) 284-1318
IN-PLACE DENSITY TESTING
Client: Transwestern Commercial Services Report No.: 278386
1v9r. Ric Nelson Project No.: 07]2786
Transwestern Commercial Services Date of Service: 02/11/2007
5001 Spring Valley Rd., Ste 600W Report Date: 03/15/2007
Dallas TX 75244
Project: Gateway Business Center
Coppell, Texas
Services: Perform In-Place Density Test in accordance with AST?v1 Standards.
PROJECT DATA
CONTRACTOR: Constructors & Associates Standard Counts
Gauge: Troxler 3430 Moisture Density
'Pest Methods: ASTM D-2922
AS 1'MD-3017 Gauge Serial No: 355]8 Current: 740 Current: 2560
Test Mode: DT Previous: 742 Previous: 2564
MOISTURE DENSITY RELATIONS
Maximum Project Requirements
M/D No. Description Moisture % Density pcf Moisture Density
1 Dark Brown Clay 27.0 89.0 Minimum +4 92-96
2 Tannish Brown Silty Clay 24.5 93.5 Minimum +4 92-96
TEST PROBE AI/D MOISTURE wET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. (%) (pcf) (pct) (% max)
Fill
1 Building pad 1, southwest comer. 25' north, 6" 2 3 ] .7 116.7 88.6 95
35' east, 6th lift
Fill
2 Building pad 1, southwest corner, 25' north, 6" 2 32.2 116.1 87.8 94
70' east, 6th lift
Fi^
3 Building pad 1, southwest corner, 25' north, 6" 2 34.4 116.8 86.4 93
1.10' east. 6th lift
Fill
4 Building pad 1, southwest corner, 75' north, 6" ~ 33.2 1 16.7 87.6 94
35' east, 6th lift
LIMITATIO'_vS: The test results presented herein were prepared based upon the specific samples provided for testing. w'e assume no responsibility for variation in quality
(composition, appearance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control Our letters and reports are
for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full ~n~ithout the written approval of IZone Engineering Services, Ltd.
7TM Page 1 of 2
€~eport No.: ?7b386
~,~,..4~, <..;
Project No.: 071276 Client: Transwestern Commercial Services
TF,ST PROBE M/D MOISTliRE N'ET DENSITI' DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. (%) (pct (pcf) (% max}
Fill
5 Building pad i, southwest corner, 75` north, 6" 2 33.7 116.7 87.3 93
70' east, 6th lift
Fill
6 Building pad 1, southwest corner_ 75' north, 6" 2 32.4 116.8 882 94
110' east, 6th lift
Fill
7 Building pad 1, northwest corner, 25' south.. 6" 2 32.5 116.5 87.9 94
35' east, 5th lift
Fill
8 Building pad 1, northwest corner, 25' south, 6" 2 33.7 1162 86.9 93
70' east, 5th lift
Fill
9 Building pad l ,northwest corner, 25' south, 6" 2 31.3 116.1 88.4 95
110' east. 5th lift
Fill
10 Building pad 1, northwest corner, 75' south, 6" 2 31.6 116.6 88.6 95
35' east, nth lift
Fill
11 Building pad 1, northwest corner, 75' south, 6" 2 32.1 117.3 88.8 95
70' east. 5th lift
Fill
12 Building pad I, northwest corner, 75' south, 6" 2 31.5 116.9 88.9 95
110' east. 5th lift
Test results on this report me et project specification .
,~
Technician: ,loe ,lernigan Started: l :00pm Finished: ~:OOpm
Rone
Report Distribution: % ~~
(lj Transwestem Commercial Services (]) 1vlurray Construction Co
lnc i
'
, ~
~
(l j City of Coppell (1 j Aztec Environmental ~,
1Chae1
~ COX, SET
(7) City of Coppell / Projecf Manager
(1) Constructors
L1MIT.-~TlONS: The test results presented herein were prepared bated upon the specific samples provided for testing. we assume no responsibility for variation in quality
(composition, appearance, etc.) or any other feature of similar subject matter provided b~~ persons or conditions over which we have no control Our letters and reports are
for the eadirsive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Kone Engineering Services, Ltd.
~TT~I Page 2 of 2
8908 Ambassador Row, Dallas, TX 15247
"701 W. Little York, Suite 600, Houston, Tk 77040
x221 Freidrich Lane, Suite 19~, Austin, TX 78744
Corporate Phone: (817) 284-1318
IN-PLACE DENSITY TESTING
Client: I'ranswestern Commercia] Services Report No.: 278384
Mr. Ric Nelson Project No.: 0712786
Transwestern Commercial Services Date of Service• 02/11/2007
5001 Spring Valley Rd., Ste 600W Report Date: 03/15!2007
Dallas TX 75244
Project: Gateway Business Center
Coppell, Texas
Services: Perform In-Place Density Test in accordance with ASTM Standards.
PROJECT DATA
CONTRACTOR: Constructors & Associates Standard Counts
Test Methods: Gauge: Troxler 3430 Moisture Density
,ASTM D-2922
ASTM D-3017 Gauge Serial No: 35518 Current: 740 Curreut: 2560
Test Mode: DT Previous: 742 Previous: 2564
MOISTURE DENSITY RELATIONS
Maximum Project Requirements
M(D No. Description !17oisture % Density pcf Moisture Density
l Dark Brown Clay 27.0 89.0 Minimum +4 92-96
2 Tannish Brown Silty Clay 24.5 93.5 Minimum +4 92-96
TEST
NO
TEST LOCATION PROBE
DEPTH M/D MOISTURE
No. (%) WET DENSITY DRY DENSITY
(pct) (pcf) DENSITY
(% max)
Fill
1 Building pad 1, southwest corner. 25' north, 6" 1 35.5 1 14.5 84.5 95
35' east, 5th lilt
Fill
2 Building pad l ,southwest corner_ 25' north, 6" 1 36.1 114.6 84.2 95
70' east. 5th lift
Fil l
3 Building pad 1, southwest corner. 25' north, 6" 1 35.5 114.4 84.4 95
110' east. 5th lift
Fill
4 Building pad 1, southwest corner. 75' north, 6" l 36.5 l 14.0 83.5 94
35' east. 5th lift
LIMITATIONS: The test resulu presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, etc.l or anp other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and reports are
for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineering Services, Ltd.
"T1I Page 1 of 2
~port No.: _-'`8 X84
'rojeet No.: O~12?86 Client: Trans~a~estern Commercial Services ,.`~~~~ ,~~_
TEST PROBE M/D A1OISTCRE ~0'ET DENSITY DRY DENSITY DENSITY
NO LEST LOCATION DEPTH No. (%) (pci) (pct) (% max)
Fill
5 Building pad 1, southwest corner, 7.5' north. 6" 1 37.1 114.5 $3.5 94
70' east. 5th lift
Fill
6 Building pad 1, southwest corner, 75' north, 6" 1 37.0 114.1 83.3 94
1 10' east, 5th lift
Fill
7 Building pad 1, northwest corner, 25' south, 6" 1 35.5 110.7 81.7 92
35' east, 4th lift
Fill
8 Building pad 1, northwest corner. 25' south, 6" 2 32.4 118.6 89.6 96
70' east, 4th lift
Fill
9 Building pad 1, northwest corner, 25' south, 6" 2 29.4 115.0 88.9 95
110' east, 4th lift
Fill
10 Building pad 1, northwest corner, 75' south, 6" 2 28.8 115.7 89.8 96
35' east, 4th lift
Fill
] 1 Building pad 1, northwest corner.. 75' south, 6" 2 29.7 1 ] 5.6 89.1 95
70' east, 4th lift
Fill
12 Building pad 1, northwest corner, 75' south. 6" 2 28.5 115.5 89.9 96
110' east, 4th lift
Test results on this report me et project specification.
Rone
Technician: Joe Jen~igan Started: 7:30am Finished: 9:30am
Report Distribution:
(1) Transwestem Commercial Services (1 j Murray Construction Co, Inc. '
Q) City of Copped (I } ,-1~tee Em~ironmenta] ~~,_~-~~ Michael COX, SEZ'
(1 j City of Coppell Project Manager
(1) Constructors `~
~~ /
LIMITA'1-IONS: The test results presented herein were prepared based upon the specific samples provided for testing. ~~e assume no responsibility for variation in quality
{composition. appearance, etc.) or any other feature of similar subject matter proti~ided by persons or conditions over which we have no control. Our letters and reports are
for the exclusi~~e use of the clients to whom they are addressed and shall not he reproduced except in full without the written approval of Rone Engineering Sen-ices, Ltd.
-TA1 Page 2 of 2 "
~~~r~
1=~:.
8408 Ambassador Roy+, Dallas, T~ 77247
7701 W. Little York, Suite 600, I~ouston, Tl 77040
4221 Freidrich Lane, Suite 195, Austin, TX 78744
Corporate Phone: (817) 284-1318
IN-PLACE DENSITY TESTING
Client: Transwestern Commercial Services Report No.: 278441
Mr. Ric Nelson Project No.: 0712786
Transwestern Commercial Services Date of Service: 02/12/2007
5001 Spring Valley Rd., Ste 600W Report Date: 43/15/2007
Dallas TX 7244
Project: Gateway Business Center
Coppell, Texas
Services: Perform In-Place Density Test in accordance with AS"1'_M Standards.
PROJECT DATA
CONTR4CTOR: Constructors & Associates Standard Counts
Test Methods: Gauge: Troxler 340 Moisture Density
.ASTM D-2922
ASTM D-3017 Gauge Serial No: 35~ 18 Current: 740 Current: 2560
'L'est Mode: D7 Previous: 742 Previous: 264
MOISTURE DENSITY RELATIONS
)Maximum Project Requirements
M/D Nu. Description Moisture "/o Density pcf Moisture Density
l Dark Brown Clay 27.0 89.0 Minimum +4 92-96
2 Tannish Brown Silty Clay 24.5 93.5 Minimum +4 92-96
TEST PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. (%) (pcf) (pcf) (% max)
Fill
1 Building pad 1, 25' north, 35' east from 6" 2 30.4 112.0 859 92
southwest corner, 7th lift
Fill
2 Building pad 1, 25' north, 70' east from 6" l 31.8 111.9 84.9 95
southwest. corner. 7th lift
Fill
3 Building pad 1, 25' north, 110' east from 6" 1 3 5.2 111.0 82.1 92
southwest corner, 7th lift
Fill
4 Building pad 1, 75' north, 35' east from 6" 2 30.9 111.4 85.1 91
southwest corner, 7th lift
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, etc.) or any other feature of similar suhject matter provided by persons or conditions over which we have no control. Our letters and reports are
for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the «~ritten approval of Rone Engineering Services, Ltd.
)7TM Page 1 of 2
report No.: ?%5441 ~~<< ..y
.~ r._~_ ~;.~.~3.1;?v
Project No.: 0713756 Client: Trans~~estern Commercial Services
"TEST PROBE 111/D MOISTURE N'ET DENSITY DR Y DENSITY DENSITY
!gip TEST LOCATION DEPTH No. (%) (pct (pcf) (% maz)
5 Fill
Building pad 1, 75' north, 70' east from
6" 1
32.2
I 1 l .8
84.6
95
southwest corner, 7th lift
6 Fi^
Building pad 1, 75' north, 110' east from
6" 2
30.9
111.5
85.2
91
southwest corner, 7th lift
7 Fill
Building pad 1, 25' south, 35' east from
6" 1
32.0
111.5
84.5
95
northwest corner. 6th lift
8 Fill
Building pad 1, 25' south, 70' east from
6" 1
332
111.2
83.5
94
northwest corner, 6th lift
Fill
9 Building pad 1, 25' south, 110' east from 6" l 33.2 111.2 83.5 94
northwest corner, 6th lift
10 Fill
Building pad 1, 25' north, 35' east from
6" 1
32.8
111.4
83.9
94
southwest corner, 8th lift
Fill
11 Building pad 1, 25' north, 70' east from 6" 1 32.4 111.5 84.2 95
southwest corner, 8th lift
Fill
12 Building pad 1, 25' north, 1 10 east from 6" 1 32.9 111.0 83.5 94
southwest corner, 8th lift
Fill
13 Building pad 1, 75' north, 35' east from 6" 1 31..3 110.8 84.4 95
southwest corner, 8th lift
Fill
14 Building pad 1, 75' north, 70' east from 6" l 31.6 110.9 84.3 95
southwest comer, 8th lift
Fill
15 Building pad 1, 75' north, 110' east from 6" 1 33.0 11 1.3 83.7 94
southwest corner, 8th lift
16 Fill
Building pad 1, 25' south, 35' east from
6" 2
302
111.7
85.8
92
northwest corner, 7th lift
An asterisk (*) appears next to test results which do NOT meet the project specifications.
Technician: Joe Jernigan
Report Distribution:
(1) Transwestern Commercial Services
(1) City of Coppell
t ])City of Coppell
(1) Constructors
i~ Ro
Started: $:p0am Finished: 10:30a
(1) Murray Construction Co, Inc.
(1) Aztec Environmental
Michael Cox, SET
Project Manager
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. ~\'e assume no responsibility for variation in quality
(composition. appearance. etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and reports are
for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineering Services, Ltd.
'T114 Page 2 of 2
~~~
8408 Ambassador Row, Datlas,'I:X 75247
77011§'. Little S'urk, Suite 600, Houston, TN 77040
4221 Freidrich Lane, Suite 195, Austin, 1;Y 78744
Corporate Phone: (817) 284-1318
IN-PLACE DENSITY TESTING
Client: Transwestern Commercial Services Report No.: 278372
Mr. Ric Nelson Project No.: 0712786
Transwestern Commercial Services Date of Service: 02/10/2007
5001 Spring Valley Rd., Ste 600W Report Date: 03/14/2007
Dallas TX 75244
Project: Gateway Business Center
Coppell. Texas
Services: Perform In-Place Density Test in accordance with ASTM Standards.
PROJECT DATA
CONTRACTOR: Constructors & Associates Standard Counts
'felt M1lethods:
ASTM D-2922 Gauge: Troxler 3430 Moisture Density
4STM D-3017 Gauge Serial No: 35j1$ Current: 742 Current: 2564
Test mode: DT Previous: 744 Previous: 2566
MOISTURE DENSITY RELATIONS
n4aximum Project Requirements
M/D No. Description 19oisture % Density pcf Moisture Density
1 Tannish Brown Silty Clay 24.5 93.5 Minimum +4 92-96
TEST PROBI; M/D MOIS"TORE ~~'ET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. (%) (pcf) (pc>) (% max)
Fill
1 Building ], southwest corner, 25' north, 35' 6" 1 32.5 l 16.5 87.9 94
east, 3rd lift
Fi 11
2 Building 1, southwest corner, 25' north. 70' 6" 1 33.7 116.2 86.9 93
east, 3rd lift
Fill
3 Building ], southwest corner, 25' north. 110' 6" 1 32.4 116.5 88.0 94
east, 3rd lift
Fill
4 Building 1, southwest corner, 75' north, 35' 6" l 32.3 116.6 88.1 94
east, 3rd lift
Fill
5 Building 1, southwest corner, 75' north, 70' 6" 1 32.7 116.8 88.0 94
east. 3rd lift
LIMITATIONS: The test results presented herein were prepared based upon the specific samp]es provided for testing. We assume no responsibility for variation in quality
(composition. appearance, eta] or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and reports are
for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineering Services, Ltd.
'TAI ~ Page 1 of 2
i'roje~ct No.: 0%12?R~ Client: Trans~~~estern Commercial Sert'ices
.~,. ,y
TEST PROBE vl/D MOISTURE ~~1~ET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. (%) (pcf) (pcf) (% mas)
Fill
6 Building 1, southwest corner, 75'north, 110' 6" 1 30.8 116.9 89.4 96
east, 3rd lift
Fill
7 25' south
35'
northwest corner
1
ildi
B 6" 1 31.4 116.4 88.6 95
,
,
,
u
ng
east, 2nd lift
Fill
8 Building 1, northwest corner, 25' south, 70' 6" 1 33.0 116.4 87.5 94
east, 2nd lift
Fill
9 Building 1; northwest corner, 25' south, 110' 6" 1 313 116.1 88.4 95
east, 2nd lift
Fill
10 Building 1, northwest corner, 75' north, 35' 6" 1 31.6 116.6 88.6 95
east, 2nd lift
Fill
11 Building 1, northwest corner, 75' north, 70' 6" 1 32.1 117.3 88.8 95
east, 2nd lift
Fill
12 Building 1, northwest corner, 75' north, 1 l0' 6" 1 31.5 116.9 88.9 95
east, 2nd lift
Test results on this report meet project specification.
Technician: Joe Jernigan Started: $:OOam Finished: 10:0
Report Distribution:
(1) Transwestem Commercial Services (I) Murray Construction Co, Inc.
(]) City ofCoppell (1) Artec Environmental
(1) City of Coppell
(1) Constructors
LIMITAI7O'~S- The test results presented herein were prepared based upon the specific samples provided for testing. ~w'e assume no responsibility for variation in quality
(composition, appearance, etc l or any other feature of similar subject marter provided by persons or conditions over v.-hick we have no control. Our letters and reports are
for the exclusive use of the clients to whom the_5- are addressed and shall not be reproduced except in full without the written approval of Rone Engineering Services, Ltd.
i'T'!4 Page 2 of 2