Gateway BP(3.1)-LR070317Client: Transwestern Conunercial Services Report No.: 279369
Mr. Ric Nelson Project No.: 0712786
I'ranswestern Commercial Services Date of Service: 02/21/2007
5001 Spring Valley Rd., Ste 600W Report Date: 03/17/2007
Dallas TX 75244
Project: Gateway $usiness Center
Coppell, Texas
Services: Perform In-Place Density 'l'est in accordance with ASTM Standards.
PROJECT DATA
CONTRACTOR: Constructors & Associates Standard Counts
FestMethods: ~ Gauge: 'hroxler 3430 Moisture Densi
ASTM D-922 tY
AS"I'M D-3017 Gauge Serial No: 355] 8 Current-. 745 Current: 2550
Test mode: DT
Previous: 742 Previous: 242
MOISTURE llENSITY RELATIONS
Maximum Project Requirements
NUD No. Descriptio^ Moisture % Densit~° pcf Aoisture Density
1 Tannish Brown Silty Clay 2~.5 93.5 Minimum +4 92-96
2 Dark Brown Ciay
27.0 89.G Minimum -~ 4 92-96
TEST
NO
TEST LOCATION PROBE
DEPTH M/D MOISTURE
No. (%) WET DENSITY DRP DENSITY
(pcf) (pcf) DENSITY
(% max)
Fill
1 Building pad 2, southwest corner, 25' north, 6" 1 32.] 117.3 88.8 95
35' east. 5th lift
Fill
2 Building pad 2, southwest corner, 25' north, 6" 1 31.5 116.9 88.9 95
70' east, 5th lift
Fill
3 Building pad 2. southwest corner, 25' north. 6" 1 31,7 116.7 88.6 95
110' east. 5th lift
Fill
4 Building pad 2, southwest corner, 75' north, 6" 1 32.2 116.1 87.8 94
35' east. nth lift
LIMITAT]ONS: The test results presented herein were prepared based upon the specific samples prodded for testine. We assume no responsibility for variation in quality
(composition, appearance, ete.l 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 Engineerine Services, Ltd.
o7Th1 Page l of 2 `"
- .~., F~
2eport ~'o.: 29.69
?roject No.: 0 712756 Client: Trans~~~estern Commercial Sen~ices -~-~-~ ~°
I'ECT PROSI: '11/D D10ISTURE ~'~~E"T DENSITY D RY DENSITY DENSITY
?r0 TF,ST LOCATION DEPTH No. (%) (pct (pct) (% max)
Fill
5 Building pad 2, southwest corner, 75' north, 6" 1 34.4 116.8 86.9 93
70' east. 5th lift
Fill
6 Building pad 2, southwest corner. 75' north, 6" 1 33.2 116.7 87.6 94
110' east. 5th lift
Fill
7 Building pad 2, northwest corner, 25' south, 6" 1 33.7 116.7 87.3 93
35' east. 5th lift
Fill
8 Building pad 2, northwest corner, 25' south, 6" ] 32.4 116.8 88.2 94
70' east. 5th lift
Fill
9 Building pad 2, northwest corner, 25' north, 6" 2 3l .8 111.9 84.9 95
1 l0' east. 5th lift
Fill
l0 Building pad 2, northwest corner, 75' north, 6" 2 35.2 111.0 82.1 92
35' east. 5th lift
Fill
I 1 Building pad ?, northwest corner, 75' north, 6" 2 32.2 111.8 84.6 95
70' east, nth lift
Fill
l 2 Building pad ?, northwest corner. 75' north. 6" 2 32.2 110.9 83.9 94
110' east. 5th lift
Test results on thi s report m eet project specification.
Rg ~IiE~I' ~-~
Technician: Joe Jernigan Started: 2:OOpm Finished: 4:30pm / /'
Report Distribution: /
(1) Transwestern Commercial Services (1) Murray Construction Co, ]nc.
(1) City of Coppell (1) Aztec Environmental ~ - l~lChael COX, SET
(1) City of Coppell Project Manager
(1) Constructors
LPvIITATIONS: 'the test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appe-arance, 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
,-
89f)8 Ambassador Row, Dallas. TX 71247
7701 ~~'. Little York, Suite 600, Houston, 'IX 77040
4221 Freidrich Lane, Suite 195, Austin, Tk 78744
Corporate Phone: (817) 284-1318
IN-PLACE DENSITY TESTING
Client: Transwestern Corrnnercial Services Report No.: 279030
Mr. Ric Nelson Project No.: 0712786
Transwestern Commercial Services Date of Service: 02/19/2007
~OOI Spring Valley Rd., Ste 600W Report Date: 03/17/2007
llallas TX 75244
Project: Gateway Business Center
Coppell, Texas
Services: Perform In-Place Density Test in accordance with ASTM Standards.
PROJECT DATA
CO'VTRACTOR: Constructors & Associates Standard Counts
Test Methods: ~7 Gauge: TroYler 3430 Moisture Density
ASTM D-29__
.ASTMD-3017 GaugeScriallVo:35~18 Current: 741 Current: 2537
Test Mode: DT Previous: 744 Previous: 2531
MOISTURE DENSITY RELATIONS
Maximum Project Requirements
M/D No. Description Moisture % Density pcf Moisture Density
] Tannish Brown Silty Clay 24.5 93.5 Minimum +4 92-96
TEST
NO
'TEST LOCATION PROBE
DEPTH M/D MOISTUKE
No. (%) WET DENSITY DRY DENSITY
(pcf) (pci) DENSITY
(% max)
Fill
1 Building pad 2, southwest corner, 25' north. 6" 1 31.3 l 16.1 88.4 95
3S east, subgrade
Fill
2 Building pad 2, southwest corner, 25' north, 6" 1 3 l .6 116.6 88.6 95
70' east, subgrade
Fill
3 Building pad 2, southwest corner, 25' north, 6" l 32.1 117.3 88.8 95
110' east. subgrade
Fill
4 Building pad 2, southwest corner. 75' north, 6" 1 31.5 116.9 88.9 95
3 ~' east, subgrade
Fill
5 Building pad 2, southwest corner, 75' north, 6" 1 31.7 116.7 88.6 95
70' east, subgrade
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. V1e assume no responsibility for variation in quality
(composition. appearance, etc.l 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 ~~~ritten approval of Rone Eneineerine Services, Ltd.
17Tnq Page 1 of 2
Report !~o.: ~,-°li~U
Project No.: 0?1??86 Client: Transwestern Commercial Services ,~.. ~~
-~u°`.
TEST PROSE '1I/D A1vISTtiRE YET DENSITY D RI' DENSITY DENSITY
Np TEST LOCATION DEPTIi No. (%) (pcf) (pcf) (% max}
Fiil
6 Building pad Z, south«~est corner, 75' north. 6" 1 322 116.1 87.8 44
110' east, subgrade
Fill
7 Building pad 2, northwest corner, 25' south, 6" 1 34.4 116.8 86.9 93
3 S east, subgrade
Fill
8 Building pad 2; northwest corner, 25' south, 6" 1 33.2 116.7 87.6 94
70' east, subgrade
Fill
9 Building pad 2, northwest corner, 25' south, 6" 1 33.7 116.7 87.3 93
110' east. subgrade
Fill
l0 Building pad 2. northwest corner, 75' south, 6" 1 32.4 116.8 882 94
35' east., subgrade
Fill
1 1 Building pad 2, northwest corner, 75' south, 6" 1 33.0 116.4 87.5 94
70' east. subgrade
Fill
12 Building pad 2, northwest corner, 75' south, 6" 1 3l .4 116.4 88.6 95
1 10' east. subgrade
Test results on thi s report meet proje ct specification.
Technician: toe Jernigap Started: 9:45a Finished: 12:0
Report Distribution:
(l j Transwestern Commercial Services (I) Murray Construction Co, Inc.
(lj City of Coppell (1 j ~yztec Environmental ~ %MlChae~ COX, SET
(Ij City of Coppell ~,/f Project Manager
(1) Constructors
LII~%[ITATIONS: 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 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 he reproduced except in full without the written approval of Rone Engineering Services, Ltd.
t-T'1I Page 2 of 2
Rt~~n '' 'fi
Op~-~~
i
~~~
8908 Ambassador Row, Dallas, TX 75247
7701 «'. Little Fork, Suite 600, Houston, TX 77040
422] Freidrich Lane, Suite 195, Austin, TX 78744
Corporate Phone: (817) 284-1318
IN-PLACE DENSITY TESTING
Client: Transwestern Commercial Services Report No.: 279035
Mr. Ric Nelson Project No.: 0712786
Transwestern Commercial Services Date of Service: 02/19/2007
5001 Spring Valley Rd., Ste 600W Report Date: 03/17/2007
Dallas TX 75244
Project: Gateway Business Center
Coppell, Texas
Servlees: Perform In-Place Density Test in accordance with ASTM Standards.
PROJECT DATA
CONTRACTOR: Constructors & Associates Standard Counts
Test Methods: ~ 7 Gauge: Troxler 3430 Moisture Density
ASTM D-~92_
ASTM D-3017 Gauge Serial No: 35518 Current: 741 Current: 2537
Test Mode: DT Previous: 744 Previous: 2531
MOISTURE DENSITY RELATIONS
Maximum Project Requirements
'VIID No. Description Dloisture °/ Density pcf Moisture Density
1 Tannish Brown Silty Clay 24.5 93.5 Minimum +4 92-96
TEST
NO
TEST LOCATION PROBE
DEPTH M/D MOISTURT
No. (%) Vb'ET DENSITY DRY DENSITY
(pcf) (pct) DENSITY
(% max)
Fill
1 Building pad 2, southwest corner.. 25' north, 6" 1 31.3 116.] 88.4 95
35' east, 1 st lift
Fill
2 Building pad 2, southwest corner, 25' north, 6" 1_ 31.6 116.6 88.6 95
70' east, 1st lift
Fill
3 Building pad 2, southwest corner, 25' north. 6" 1 32. i 117.3 88.8 95
110' east, 1st lift
Fill
4 Building pad 2, southwest corner, 75' north, 6" 1 31.5 116.9 88.9 95
3 5' east, 1st lift
Fill
5 Building pad 2, southwest corner, 7S north, 6" 1 31.7 116.7 88.6 95
70' east, 1st 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 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 Eneineering Services, Ltd.
'TDI Page 1 of 2
t~eport 'o.: ? y03~ .~.. .~
~ ~'.~z
roject No.: 0712786 Client: Transwestern Commercial Services
7~EST PROBE n1/D A70ISTGRE ~VI;T DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. (%) (pct) (pcf) (% max)
Fill
6 Building pad 2, southwest corner, 75' north, 6" l 32.2 116.1 87.8 94
1 10' east, l st lift
Fill
7 Building pad 2, northwest corner, 25' south, 6" l 34.4 116.8 86.9 93
35' east. 1st lift
Fill
8 Building pad 2, northwest corner. 25' south.. 6" 1 33.2 116.7 87.6 94
70' east. 1 st lift
Fill
9 Building pad 2, northwest corner, 25' south, 6" 1 33.7 116.7 87.3 93
110' east, 1st lift
Fill
10 Building pad 2, northwest corner, 75' south, 6" 1 32.4 116.8 88.2 94
35' east, 1st lift
Fill
1 l Building pad 2, northwest corner, 75' south. 6" 1 33.0 116.4 87.5 94
70' east. ] st lift
Fill
12 Building pad 2, northwest confer, 75' south. 6" 1 31.4 116.4 88.6 95
110' east, 1 st lift
Test results on this report meet project specification.
Technician: Joe Jerni an Started: ~_
g '''15m
Finished: ~~
4:OOpm ~ Ro n ~ in
Report Distribution:
i
C
I
i
M
C ~` `
urray
onstruct
on
o,
nc.
ces (1 j
(1) Transtiwestern Commercial Serv L ~-;-
~
(1)City of Coppell (1 j Aztec Environmental
~ ~ M1Ch3e1 COX, SET
(1) City of Coppel I ~ Project Manager
(1) Constructors ~ f
L1T7ITATIONS The test results presented herein were prepared based upon the specific samples provided for testing. ~h'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 exclusi~~e use of the clients to whom they are addressed and shall not be reproduced except in full ~~~ithout the written approval of Rone Engineering Services, Ltd.
-~rp1 Page 2 of 2
~ r~~
8908 Ambassador Ro~~, I3allas, TX 7524'
7701 V~1'. Little fork, Suite 600, Houston, Tx 77040
4221 Freidrich Lane.. Suite 195, Austin, "TX 78744
Corporate Phone: (817) 284-]378
IN-PLACE DENSITY TESTING
Client: Transweste.rn Commercial Services Report No.: 279207
Mr. Ric Nelson Project No.: 0712786
Transwestern Commercial Services Date of Service: 02/20/2007
SOOT Spring Valley Rd., Ste 600W
' Report Date: 03/17/2007
X 75244
Dallas `I
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: froxler 3430 _Vloisture Density
ASTM D-<9<2
ASTM D-30]7 Gauge Serial No: 3518 Current: 742 Current: 2542
"Test Mode: DT Previous: 741 Previous: 2537
MOISTURE DENSITY RELATIONS
Maximum Project Requirements
114/D No. Descriptlon Moisture % Density pef Moisture Density
1 Dark Brown Clay 27.0 89.0 Minimum +4 92-96
TEST PROBE M/D MOISTURE wET DENSITY DRY DENSTTY DENSITY
'v0 TEST LOCATION DEPTH No. (%) (pcn (pct (% max)
Fill
1 Building pad 2, northwest conger, 25' south, 6" 1 33.0 111.3 83.7 94
35' east. 3rd lift
Fill
2 Building pad 2, northwest corner, 25' south, 6" 1 32.2 110.9 83.9 94
70' east. 3rd lift
Fill
3 Building pad 2, northwest corner, 25' south, 6" 1 31.7 110.6 84.0 94
110' east, 3rd lift
Fill
4 Building pad 2, northwest corner, 75' south, 6" 1 31.8 111.2 84.4 95
35' east. 3rd lift
Fill
5 Building pad 2, northwest corner, 75' south, 6" 1 33.3 111.3 83.5 94
70' east, 3rd 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 an9 other feature of similar subject matter provided b} persons or conditions over H~hich we have no control. Our letters and reports are
for the eac]usive use of the clients to ~~-hom they are addressed and shall not be reproduced except in fu]] without the written approval of Rone Engineering Services, Ltd.
U7TM Page l of 2
Report No.: ?790?
Project No.: 07l?786 Client: Transwestern Commercial Services
,~.. r~
TES"t PROBE Dti~D MOISTURE: ~~°ET DENSITY DRY DENSITY DENSITY
NO "LEST LOCATION DEPTH No. (%) (pcf) (pc[} (% max}
Fill
6 Building pad 2, northwest corner, 75' south, 6" 1 3l .5 110.7 84.2 95
110' east 3rd lift
Fill
7 Building pad 2, southwest corner, 25' north, 6" 1 3 l .4 111.4 84.8 95
35' east. 3rd lift
Fill
8 Building pad ?, southwest corner, 25' north; 6" 1 32.2 1 11.2 84.1 94
70' east, 3rd lift
Fill
9 Building pad 2, southwest corner, 25' north. 6" 1 31.9 111.1 84.2 95
110' east. 3rd lift
Fill
l0 Building pad 2, southwest corner, 75' north, 6" 1 31.7 111.8 84.9 95
35' east. 3rd lift
Fill
l 1 Building pad 2, southwest corner, 75' north, 6" l 35.5 110.7 81.7 92
70' east, 3rd ] ift
Fill
]2 Building pad 2, southwest corner, 75' north; 6" 1 35.5 114.5 84.5 95
110' east. 3rd lift
Test results on this report m eet project specification.
?
Rone er'ng
Technician: Joe Jertligan Started: 1:30pm Finished: 3:45pm i~
Report Distribution: ~
(1) Transwestern Commercial Services (I) Murray Construction Co, hoc.
Aztec Environmental ~ 1Chae1 COX SET
(] j City of Coppell (I)
(1) City of Coppell Project Manager
(1) Constructors
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. Vde assume no responsibility for variation in quality
(composition. appearance., etc_1 or am' 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 N~~hom they are addressed and shall not he reproduced except in full without the Nritten approval of Rone Engineering Services, Ltd.
t;T14 Page 2 of 2
~r 1 [ l~ ~~
8908 Amhassador Row, Dallas, 'I :k 75247
7701 V1'. LitBc l'orly Suite 600, Houston, TX 77040
4221 Freidrich Lane, Suite 195, Austin, TY 78743
Corporate Phone: (817) 284-1318
IN-PLACE DENSITY TESTING
Client: Transwestern Commercial Services Report No.: 279166
Mr. Ric Nelson Project No.: 0712786
Transwestern Commercial Services Date of Service: 02/20/2007
5001 Spring Valley Rd.; Ste 600W Report Date: 03/17/2007
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: ~ Gauge: Troxler 3430 Moisture Density
ASTM D-922
ASTM D-3017 Gauge Serial No: 35518 Current: 742 Current: 2542
Test'1lode: DT previous: 741 Previous: 2537
MOISTURE DENSITY RELATIONS
'Maximum Project Requirements
A9JU No. Description Moisture % Density pei' Moisture Density
] 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
NO
TEST LOCATION PROBE
DEPTH h1/D MOISTURE
~Vo. (%) WET DENSTTY DRY DENSITY
(pci) (pcf) DENSITY
(% max)
Fill
1 Building pad 2, southwest corner, 25' north, 8" 1 30.8 116.9 89.4 96
35' east, 2nd lift
Fill
2 Building pad ?, southwest corner, 25' north, 8" 1 32.7 116.8 88.0 94
70' east, 2nd lift
Fill
3 Building pad 2, southwest corner. 25' north, 8" l 32.3 1.16.6 88.1 94
110' eats. 2nd lift
Fill
4 Building pad 2, southwest corner. 75' north, 8" 1 32.4 116.5 88.0 94
35' east. 2nd lift
LIMITAT]ONS: The test results presented herein were prepared based upon the specific saznples provided for testing. we assume no responsibility for variation in yuality
(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.
7TAI Page 1 of 2
`r:eport ha.. __y i 66
i'roject No.: 0712786 Client: Transwestern Commercial Services ,y. .~
~ ~ '~
TEST PROBE ~t/D 1fOISTURE ~'1'ET DENSITI' D RY DENSITY DENSITY
NU TEST LOCATION DEPTii No. (%) (pcn (pct) (% max)
Fill
5 Building pad 2, southwest corner, 7~' north, 8" l 33.7 1 l 62 86.9 93
70' east, 2nd lift
Fill
6 Building pad 2, southwest corner, 75' north, 8" 1 32.5 116.5 87.9 94
110' east. 2nd lift
Fill
7 Building pad 2, northwest corner. 25' south, 8" l 30.2 112.2 86.2 92
35' east, 2nd lift
Fill
8 Building pad 2, northwest corner, 25' south, 8" 1 30.4 112.0 85.9 92
70' east, 2nd lift
Fill
9 Building pad 2, northwest corner. 2S south, 8" 2 31.8 111.9 84.9 95
110' east. 2nd lift
Fill
I 0 Building pad 2, northwest corner, 75' south, 8" 2 30.9* 111.4 85.1 96
35' east, 2nd lift
Fill
l 1 Building pad 2, northwest corner, 75' south. 8" 2 32.2 l 1 1.8 84.6 95
70' east. 2nd lift
Fill
12 Building pad 2, northwest corner. 75' south. 8" 2 30.9* 111.5 85.2 96
l l 0' east, 2nd lift
Fi^
13 Retest X10 above 8" 2 35.2 111.0 82.1 92
Fill
14 Retest #12 above 8" 2 32.4 111.5 84.2 95
An asterisk (*) appears next to test results which do NOT meet the project specifications.
Technician: Joe Jernigan Started: 9:45a Finished: 11
Report Distribution:
(]) Transwestern Commercial Services (1) Murray Construction Co, Inc.
(I) City of Coppefl (1) Aztec Environmental
(1) City of Coppell
(1) Constructors
LIMITA[']O?~S- 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 am' 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.
?TM Page 2 of 3
~~ ~ ~ 8908 -ambassador Row, llalfas, T 75247
7701 W. Little York, Suite 600, Houston, TY 77040
® 422] Freidrich Lane, Snite 195, Austin, TY 78744
Corporate Phone: (817) 284-1318
IN-PLACE DENSITY TESTING
Client: Transwestern Commercial Services Report No.: 279296
Mr. Ric Nelson Project No.: 0712786
Transwestern Commercial Services Date of Service- 02/21/2007
5001 Spring Valley Rd., Ste 600W Report Date: 03/17/2007
Dallas TX 75244
Project: Gateway Business Center
Coppell. Texas
Services: Perform In-Place Density Test in accordance with ASTM Standards.
PROJECT DATA
CO'VTRACTOR: Constructors & Associates Standard Counts
Test Methods: Gauge: Troxler 3430 Moisture Density
.ASTM D-2922
ASTMD-3017 Gauge Serial No:3J5]$ Current:74~ Current: 2550
Test Mode: DT Previous: 742 Previous: 242
MOISTURE DENSITY RELATIONS
Maximum Project Requirements
A~1/D No. Description Moisture % Density pcf Moisture Density
1 Tannish Brown Silty Clay 24.5 93.5 Minimum +4 92-96
TEST PROBF, M,~D MOISTURE YET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. (%) (pct (pct) (% max)
Fill
1 Building pad 2, northwest corner, 25' south, 6" 1 33.0 1 16.4 87.5 94
35' east, 4th lift
Fill
2 Building pad 2, northwest corner, 25' south, 6" l 31.4 1 16.4 88.6 gs
70' east- 4th lift
Fill
3 Building pad 2, northwest corner. 25' south. 6" 1 30.8 116.9 89.4 46
110' east, 4th lift
Fill
4 Building pad 2, northwest conger, 75' south, 6" ] 32.7 116.8 88.0 94
35' east. 4th lift
Fill
5 Building pad 2, northwest corner, 75' south, 6" 1 32.3 116.6 88.1 94
70' east, 4th lift
LIMITATIONS: The test recults 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 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 the}' are addressed and shall not be reproduced except in full without the written approval of Rone Engineering Services, Ltd.
7Tpq Page 1 of 2
Report Vo.: 2 ~ 9296 - ~~.. .~
Project 10.: 0712786 Client: 7~ranswestern Commercial Services
TEST PROBF, M/D MOISTURE \~I ET DE'VSTI'Y D RY DENSTTY DENSITY
NO TEST LOCATION DEPTH No. (%) (pcf) (pc>) (% maz)
Fill
6 Building pad 2, northwest corner. 75' south, 6" 1 32.4 116.5 88.0 94
110' east, 4th lift
Fill
7 Building pad 2, southwest corner. 25` north,
~ 6" 1 33.7 116.2 86.9 93
35' east.
4th lift
Fill
8 Building pad 2, southwest corner. 25' north, 6" 1 32.5 116.5 87.9 94
70' east. 4th lift
Fill
9 Building pad 2, southwest corner.. 2S north. 6" 1 31.3 116.1 88.4 95
110' east, 4th lift
Fill
10 Building pad 2, southwest corner, 75' north, 6" 1 31.6 116.6 88.6 95
35' east, 4th lift
Fill
11 Building pad 2, southwest corner, 75' north, 6" 1 30.4 112.0 85.9 92
70' east, 4th lift
Fill
12 Building pad 2, southwest corner. 75' north, 6" 1 30.2 1 ] 1.7 85.8 92
110' east. 4th lift
Test results on this report meet proje ct specification.
Technician: JOe Jernigan Started: 1 1:1 Sa Finished: 12:
Report Distribution:
fl j Transwestern Commercial Services (l) Murray Construction Co, lnc.
(1) City ofCoppell Q j Aztec Environmental
(1) City of Coppell
l 1 j Constructors
Lth4ITA'f IONS The test results presented herein were prepared based upon the specific samples provided for testing. ~b%e 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 exclusive use of the clients to whom they are addressed and shall not he reproduced except in full without the written approval of Rone Engineering Services. Ltd.
;Thq Page 2 of 2