Arbor Manors-LR080422
05/15/2008 10:09
9724068023
ALPHA TESTING
PAGE 15/16
I~A TESTING. tNe.
2209 Wisconsin St" Suits 100
Oo/los. Texas 15229
972/620-8911 - 972/26J.49J7 (Metro)
FAX; 972/406-8023
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REPORT OF FIELD
COMPACTION TESTS
TESTED FOR:
John Baker Corporation
C/O Priority Development. LP
Houston, Texas
DATE: 04/22/08
PROJECT:
Arbor Manors
Coppell, Texas
OUR REPORT NO.: OB0332-15
TEST DATA.
TEST ~ SOil 10 OPTIMUM MAXIMUM LAEl IN P~C~ IN PLACE PERCENT
DATE MOISTU"" DRY DENSITY MOISTURG DRY DENSITY COMME:NT'
NO DEPTH NUMBER 'A. PCF % PC~ COMPACTION
141 04/22/08 FG-O.7 1 11.6 111.7 12.5 108 97 1-A
142 04/22/08 FG-4.7 1 11.6 111.7 13.0 107 96 1-A
143 04/22/08 FG-3,3 1 11.6 111.7 11.9 111 99 1-A
144 04/22/08 FG-1.0 1 11.6 111.7 12.8 109 97 1-A
145 04f22/08 FG-1.7 1 11.6 111.7 12.3 109 98 1-A
146 04/22/08 FG-4.3 1 11.6 111.7 12.7 108 97 1-A
147 04/22/08 FG-O.4 1 11.6 111.7 13.0 107 96 1-A
TEST LOCATION:
BUILDING PADS
141 20' SAND 40' E FROM THE NW CORNER OF 8LOCK E, PAD 1
142 25' SAND 30' E FROM THE NW CORNER OF BLOCK E, PAD 2
143 30'S AND 60' E FROM THE NW CORNER OF BLOCK E, PAD 3
144 20' SAND 70' E FROM THE NW CORNER OF BLOCK E, PAD 4
145 25' SAND 40' E FROM THE NW CORNER OF BLOCK E, PAD 5
146 30' SAND 50' E FROM THE NW CORNER OF BLOCK E, PAD 6
147 20' SAND 30' E FROM THE NW CORNER OF BLOCK E, PAD 7
I. FILL
2 NATURALSUBGRADE
3. LIME STABILIZED
4 CfMENT TREATED
. A. IN PLACE PERCF.NT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPI;.CIFICATIONS
B. PERCENT COMPACTION DOES NOT COMPL Y WITH SPECIFICATIONS
C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
o. RETEST
Respectfully Submitted,
~-,--
Sampson Ch8n
ALPHA TESTING, INC.
Our te~1 f!'9\JIlI plr<, rppOI1~ :ue ror l"e e.crV'i'V~ l.l"~ c( Ine- Cli~'" (and 1rl8lr d":,,,ili":O'~ct rec'pl~I'l'5 (1f"I r;!q1 in tJyt Ofl'i06) SMt! sl'1f11l nol be r~ptGdt.JCI!Icf anct/or dtJ.(,lbutcd eJ(C.pllNi~h eMprSIEi5 IJpproW.11 of
AlP'HA. Ttll:l u,,~ of O\Jr nlm~ sr'I(J I"" ~,u":,. ,",uJ,1 I"Cc;~j."f' ou' lft1';U~f\ I:'Pprov:lL Teat ,..vila fino '~pOf1:; 61pplV onf)' tf.' Ihl!l' .!:ampl~s 1cs1td anG/Or t'ltI'''N_d. .nd lire I"tOt i~lcaliY~ OJ th4J ~u~JI11r.~ of
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Geotechnical Engineering & Construction Materials Testing & Environmental Engineering & Consulting
05/15/2008 10:09
9724058023
ALPHA TESTING
PAGE 15/15
I~A TESTING. INC.
2209 WIscon$ln st., Suite roo
Dollos. T$K05 75229
972/620-8911 - 9721263-4937 (Metro)
FAX: 972/406-8023
.-.", ,
~. .....
'---'~'~
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR:
John Baker Corporation
C/O Priority Development, LP
Houston, Texas
Arbor Manors
Coppell, Texas
DATE: 04/22/08
PROJECT:
OUR REPORT NO.: 080332-15A
TEST DATA:
TEST ~ SOIL 10 OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERceNT
NO DATE DEPTH NUMBER MOISTURE ORY OENSITY MOIS1VRE DRV I)ENSITV COM""CTION COMMENT'
14 PCF \l, PCF
14S . 04/22/08 FG-O.4 2 17.9 106.4 20.9 105 98 1-A
149 04/22/08 FG-O.9 2 17.9 106.4 22.6 102 96 1-A
150 04/22/08 FG-1.9 2 17.9 106.4 21.4 104 98 1-A
151 04/22/08 FG-3.6 2 17.9 106.4 23.0 102 96 1-A
152 04/22/08 FG-1.7 2 17.9 106.4 21.9 104 97 1-A
153 04/22/08 FG~3.2 2 17.9 106.4 23.2 101 95 1-A
154 04/22/09 FG-3.1 2 17.9 106.4 22.3 103 97 1-A
TEST LOCATION:
BUILDING PADS
148 40' SAND 30' E FROM THE NW CORNER OF BLOCK A, PAD 10
149 70' SAND 20' E FROM THE NW CORNER OF BLOCK A, PAD 11
150 50' SAND 25' E FROM THE NW CORNER OF BLOCK A, PAD 12
151 30'S AND 30' E FROM THE NW CORNER OF BLOCK A, PAD 13
152 40' SAND 20' E FROM THE NW CORNER OF BLOCK A, PAD 14
153 60' SAND 25' E FROM THE NW CORNER OF BLOCK A, PAD 15
154 50' SAND 30' E FROM THE NW CORNER OF BLOCK A, PAD 16
, FILL
2 NATURALSUBGRADE
3. LIME STA61LIZED
4 CEMENT TREATED
. A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY witH SPECIFICATIONS
8. PERCENT COMPACTION DOES NOT COMPL v WITH SPECIFICATIONS
C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
[) RF.TEST
Respectfully SubmillM,
~~-
SaMpson Chan
ALPHA TESTING. INC.
0UII~lt r~!vIIS BOO reDOrl~ ~r~ for Ihe ~~du!iVB \Jle or lI>e Clitnll;Md IhM deSign.tad r9ciplenl' on fila in PUf olflc~) I'nd ~h,,1I nQl bn reproducacl8ncllor dI8',lblllllCl.~c"P\ wilh n'pI~lt Bp"'O~81 or
Al PHA. The vel ('If O\lr nnl'T'W"! .:1nct te't IIUlIlt. mV8\ ,..c"llIa our IoYI"Ulcn ~pprcv:3I. Te~' r.AI~UI land rnpon.~ 3pply ~t'I'y If'! th" a"mpf.:"'.IA:-.lcd ;Jnd(ar oblerved, """cf ~~ nnt ir'lcfleMlvCl 0' t". qualili"" 0'
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Geotechnical Engineering 8. Construction Materials Testing & Environmental Engineering 8. Consulting