Duke Lesley-LR070705
Rone Engineering
.
8908 Ambassador Row, Dallas, TX 75247
7701 W Little York, Ste 600, Houston, TX 77040
4421 Freidrich, Ste 195, Austin, TX 78744
Corporate Phone: (214) 630-9745
Client:
Duke Construction, LP
14241 Dallas Pkwy, Ste 1000
Dallas, TX 75254-2936
Report of In-Place Density Testing
Report No.: 290841
Project No.: 0612510
Date of Service: 06/22/2007
Report Date: 07/05/2007
Project: Lesley Infrastructure
Services: Perform In-Place Density Testing
FIELD DENSITY TESTS
Test Probe MID Moisture Wet Density Dry Density Density
No Test Location Depth No. % (pcf) ( pct) (%max)
Utility trench back fill
9 4" Gas line, Station 41+00, l' below grade 6" 272996 25.5 120.4 95.9 98
Utility trench back fill
10 4" Gas line, Station 41+00, grade 6" 272996 25.9 118.0 93.7 96
Utility trench back fill
11 Lateral, Station 41 +50, 2' below grade 6" 272996 26.1 116.8 92.6 95
Utility trench back fill
12 Lateral, Station 41 +50, l' below grade 6" 272996 25.4 118.6 94.6 97
Utility trench back fill
13 Lateral, Station 41 +50, grade 6" 272996 23.3 115.9 94.0 96
An asterisk (*) appears next to results which do NOT meet the project specifications.
Technician: Dan Rogers
Report Distribution:
Orig: Duke Construction, LP (Dallas, TX)
Attn: Mr. Alex Bennett PE (1-ec copy)
Started: 11 :30am Finished: 03:00pm Rone Engineering
P-~~
K. Scott Watson, AET
Project Manager
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 Engineering Services, Ltd.
(LB/LB) Page 2 of 2
Rone Engineering
.
8908 Ambassador Row, Dallas, TX 75247
7701 W Little York, Ste 600, Houston, TX 77040
4421 Freidrich, Ste 195, Austin, TX 78744
Corporate Phone: (214) 630-9745
Client:
Duke Construction, LP
14241 Dallas Pkwy, Ste 1000
Dallas, TX 75254-2936
Report of In-Place Density Testing
Report No.: 290841
Project No.: 0612510
Date of Service: 06/22/2007
Report Date: 07/05/2007
Project: Lesley Infrastructure
Services: Perform In-Place Density Testing
PROJECT DATA
Contractor:
Test Method: ASTM 0-2922
ASTM 0-3017
Gauge: Troxler 3430
Gauge Serial No: 35558
Test Mode: DT
Standard Counts
Moisture Density
Current: 604 Current: 2340
Previous: 609 Previous: 2375
MOISTURE DENSITY RELATIONS
Maximum
Moisture Density Project Requirements
MID No. Description % (pef) Moisture Density
272996 Reddish Brown Tan I Shaley Clay 22.5 97.5 Optimum +4 95 min
FIELD DENSITY TESTS
Test Probe MID Moisture Wet Density Dry Density Density
No Test Location Depth No. % (pet) (pet) (% max)
Utility trench back fill
4"Gas line, Station 47+00,2' below grade 6" 272996 29.1 * 119.2 92.3 95
Utility trench back fill
2 4" Gas line, Station 47+00,2' below grade, 6" 272996 26.1 116.1 92.1 95
RETEST #1 this report
Utility trench back fill
3 4" Gas line, Station 47+00, l' below grade 6" 272996 23.1 115.0 93.4 96
Utility trench back fill
4 4" Gas line, Station 47+00, grade 6" 272996 24.8 121.2 97.1 100
Utility trench back fill
5 4" Gas line, Station 44+00,2' below grade 6" 272996 25.2 120.7 96.4 99
Utility trench back fill
6 4" Gas line, Station 44+00, l' below grade 6" 272996 25.6 117.8 93.8 96
Utility trench back fill
7 4" Gas line, Station 44+00, grade 6" 272996 25.4 120.3 95.9 98
Utility trench back fill
8 4" Gas line, Station 41 +00, 2' below grade 6" 272996 26.0 116.3 92.3 95
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 Engineering Services, Ltd.
(lB/lB) Page 1 of 2
Rone Engineering
.
8908 Ambassador Row, Dallas, TX 75247
7701 W Little York, Ste 600, Houston, TX 77040
4421 Freidrich, Ste 195, Austin, TX 78744
Corporate Phone: (214) 630-9745
Client:
Duke Construction, LP
14241 Dallas Pkwy, Ste 1000
Dallas, TX 75254-2936
Report of In-Place Density Testing Cancellatior
Report No.: 290314
Project No.: 0612510
Date of Service: 06/15/2007
Report Date: 07/05/2007
Project: Lesley Infrastructure
Services: Perform In-Place Density Testing
Report of Cancellation
On this date a Rone Engineering Services, Ltd. representative arrived on site as scheduled. Upon arrival, our
representative was informed that testing/inspection was cancelled for the day.
Technician: Joe Jernigan
Report Distribution:
Orig: Duke Construction, LP (Dallas, TX)
Attn: Mr. Alex Bennett PE (1-ec copy)
Started: 09:45am Finished: 11:15am Rone Engineering
P-~ ;:::>
K. Scott Watson, AET
Project Manager
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 Engineering Services. Ltd.
(SS/LB) Page 1 of 1
,..--.---.
Rone Engineering
.
8908 Ambassador Row, Dallas, TX 75247
7701 W LitUe York, Ste 600, Houston, TX 77040
4421 Freidrich, Ste 195, Austin, TX 78744
Corporate Phone: (214) 630-9745
Client:
Duke Construction, LP
14241 Dallas Pkwy, Ste 1000
Dallas, TX 75254-2936
Report of Lime Series Testing
Report No.: 288079
Project No.: 0612510
Date of Service: OS/21/2007
Report Date: 07/05/2007
Project: Lesley Infrastructure
Services: Lime Series Testing
Report of Tests
Location: Dividend Road, station 1+00
Soil Description: Brow n and Tan Sandy Clay
LL PL PI
0% Lim e Added 59 23 36
3% 59 30 29
6% 58 38 20
9% 56 45 1 1
Recom m endation:
8 % I im e is r e com men d e d wit h the follow in g 0 p t ion s :
6" d e p t h, 36 I b s Is q Y d
8" depth, 48 Ibs/sq yd
Using a soil dry unit weight of 100 Ibs/cubic foot
Started: ~Ii=-l Finished: 10:30am
..........~ .............~'\.,
..:-- -<.,'C. OF 7/2 '\,
f 0-\:....*........}~/<5' 1"
;' * :' , - ". * .,
:*: "*~
I................ . .. .. .... .... .'1,
~ MARK L. McKAY ~
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'I ~ ", 91067 .: 65 ,1
'.,O~"~ :9n~ S?'J.~~!f:/ ~ '~'J')'"
~.s' ...... v".#; 1'.IJv
LIMITATIONS: The test results presented herein were prepared @Nl}l.tt. ~~mp"s ovided for testing. We assume no responsibility for variation in quality
(composition, appearance, etc.) or any other feature of similar subj ~~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.
(KW) Page 1 of 1
Technician: Jeremy Watts
Report Distribution:
Orig: Duke Construction, LP (Dallas, TX)
Attn: Mr. Alex Bennett PE (1-ec copy)
Rone Engineering
~M~
8908 Ambassador Row, Dallas, TX 75247
7701 W Little York, Ste 600, Houston, TX 77040
4421 Freidrich, Ste 195, Austin, TX 78744
Corporate Phone: (214) 630-9745
Rone Engineering
.
Client:
Duke Construction, LP
14241 Dallas Pkwy, Ste 1000
Dallas, TX 75254-2936
Report of Lime Series Testing
Report No.: 288080
Project No.: 0612510
Date of Service: OS/21/2007
Report Date: 07/05/2007
Project: Lesley Infrastructure
Services: Lime Series Testing
Report of Tests
Location: Dividend Road, station 10+00
Soil Description: Brow n and Tan Clay
LL PL PI
0% Lim e Added 66 25 41
3% 63 32 31
6% 61 40 21
9% 59 49 10
Recom m endation:
8% lim e is recom mended with the follow ing options:
6" de p t h , 36 I b s Is q Y d
8" depth, 48 Ibs/sq yd
Using a soil dry unit weight of 100 Ibs/cubic foot
----........""'-,
..:- ::5.'(:.. 0 F r~ '\
,?:.es:. \R.e~*olt 28B&f!/,,~"chnician time
~*0... ....*" ~~
~. ~ . *'"
~ *: ...............;.....~ 7.
~.....~;ARK L. McKAY ~ .
'I, .............
".. . .. .. ..... . .. . . fI: ~ Mark , PE
Ij -Q. '. 91067 : lJ.J /
'I ~ '. f. <:),' k; ~
1.0,<-, ...ICENSX::.... ,ff- 't~
,_ <''& ......... ~0 .;0; {J )
. \\\ SIGNAL -e __..:'
LIMITATIONS: The test results presented herein were prepared bas~ll-~fic 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 Engineering Services, Ltd.
(DC) Page 1 of 1
Technician: Jeremy Watts
Rone Engineering
Report Distribution:
Orig: Duke Construction, LP (Dallas, TX)
Attn: Mr. Alex Bennett PE (1-ec copy)
~
Rone Engineering
.
8908 Ambassador Row, Dallas, TX 75247
7701 W Little York, Ste 600, Houston, TX 77040
4421 Freidrich, Ste 195, Austin, TX 78744
Corporate Phone: (214)630-9745
Client:
Duke Construction, LP
14241 Dallas Pkwy, Ste 1000
Dallas, TX 75254-2936
Report of Lime Series Testing
Report No.: 288081
Project No.: 0612510
Date of Service: OS/21/2007
Report Date: 07/05/2007
Project: Lesley Infrastructure
Services: Lime Series Testing
Report of Tests
Location: Dividend Road, station 20+00
Soil Description: Tan Silty Clay
LL PL PI
0% Lim e Added 68 24 44
3% 64 32 32
6% 62 40 22
9% 61 51 10
Recom m endation:
8% Iim e is recom mended with the follow ing options:
6" depth, 36 Ibs/sq yd
8" de p t h , 48 I b s Is q Y d
Us in gas 0 il dry unit w e ig h t 0 f 100 Ib s Ic u b ic fo 0 t
---..............'....",
f":~'\t:-.~:. T~-t~'.\'.a.. Rone Engineering
~~pott)\~9 ~u'r.ician time
%*... ~ ...* 'I ~ *
f"~'~'A'RK'L'.'M~K'A~'~"~ 1
~i''i'':'"''9i'6"67''' '/iif Mark McKay,
't. O^,"'~~CENS~~"'~ f
, ~.s ........ 0' - t
'\\, SiGNAL <{;..~ :i/sj )
\ ~- I
LIMITATIONS The test results presented herein were prepared based ~~~ifiC samp es 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 Engineering Services, Ltd.
(KW) Page 1 of 1
Technician: Jeremy Watts
Report Distribution:
Orig: Duke Construction, LP (Dallas, TX)
Attn: Mr. Alex Bennett PE (1-ec copy)
--
~--,......---...
Rone Engineering
.
8908 Ambassador Row, Dallas, TX 75247
7701 W Little York, Ste 600, Houston, TX 77040
4421 Freidrich, Ste 195, Austin, TX 78744
Corporate Phone: (214) 630-9745
Client:
Duke Construction, LP
14241 Dallas Pkwy, Ste 1000
Dallas, TX 75254-2936
Report of Lime Series Testing
Report No.: 288082
Project No.: 0612510
Date of Service: OS/21/2007
Report Date: 07/05/2007
Project: Lesley Infrastructure
Services: Lime Series Testing
Report of Tests
Location: Dividend Road, station 30+00
Soil Description: Light Brow n Silty Clay
LL PL PI
0% Lirn e Added 70 27 43
3% 68 35 33
6% 66 43 23
9% 63 54 9
Recorn rn endation:
8% lirn e is recorn rn ended with the follow ing options:
6 II de p t h , 36 I b s Is q Y d
8 II de p t h , 48 I b s Is q Y d
Using a soil dry unit weight of 100 Ibs/cubic foot
--"""'"
--'""::-<;t:. OF I '"
;- c,"'\ p-......... $'~ ~\. Rone Engineering
~~~p6rt 2~82'f€l-,:"~~cian time
U.. ..,~~
,....:. '. * I
~ MAR...I...........:..?':.~
~""" K ~. McKAY ~ ~
r. ...... ' ~
r~o"" 91067' ...:...../ Mark McK y, PE
'I . (;, . 0:: ,
t ~ ...~E:NS'2-'?... t:./ ~
" \5'& ........ ..ff- - ~J..
'\\:ONAL E.~r:::..-:1Jr .,
LIMITATIONS: The test results presented herein were prepared based ~~\'ii1;;-~~fic 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 Engineering Services, Ltd.
(KW) Page 1 of 1
Technician: Jeremy Watts
Report Distribution:
Orig: Duke Construction, LP (Dallas, TX)
Attn: Mr. Alex Bennett PE (1-ec copy)
Rone Engineering
.
8908 Ambassador Row, Dallas, TX 75247
7701 W Little York, Ste 600, Houston, TX 77040
4421 Freidrich, Ste 195, Austin, TX 78744
Corporate Phone: (214) 630-9745
Client:
Duke Construction, LP
14241 Dallas Pkwy, Ste 1000
Dallas, TX 75254-2936
Report of Lime Series Testing
Report No.: 288083
Project No.: 0612510
Date of Service: OS/21/2007
Report Date: 07/05/2007
Project: Lesley Infrastructure
Services: Lime Series Testing
Report of Tests
Location: Dividend Road, station 40+00
Soil Description: Dark Brow n Sandy Clay
LL PL PI
0% Lim e Added 41 18 23
3% 40 24 16
6% 40 31 9
9% 40 39 1
Recom m endation:
6% Iim e is recom mended with the follow ing options:
6" de p t h , 27 I b s Is q Y d
8" de p t h, 36 I b s Is q Y d
Using a soil dry unit weight of 100 Ibs/cubic foot
--...........'..."''-
~;--'\s OF rf:"}'\~ Rone Engineering
~","_79"'" h";dao to,,, ~
;'0.,*,.,". I mz
' *' .,' ". * "
1 * : '. * ,
~""~A'FlK'L"M~V.'AY''''~ I-
~.. . ..... ... ............... ., . iI. Mark c , PE
~, ~ ". 9106-Z-, ,,: l5 J
't 0 . (/ G'" .~,
I ~~....9ENS:--.~'0~ ~Jd.
-,\\ SSiO~~~'(;.~_../)rr )
LIMITATIONS: The test results presented herein were prepared baS~l!I~~(!IfiC 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 Engineering Services, Ltd.
(KW) Page 1 of 1
Technician: Jeremy Watts
Report Distribution:
Orig: Duke Construction, LP (Dallas, TX)
Attn: Mr. Alex Bennett PE (1-ec copy)
-