Arbor Manors-LR080412
135/14/213138 12:55
972413581323
ALPHA TEST! NG
PAGE 135/15
I~A TESTING,INC.
2209 W[scons(n 51.. Suite 700
Do/lQ&. TsICOS 75229
9/2/620-8911 - 972/:263-4937 (Metro)
FAX; 972/406-B023
('....'...... ".-
....--.?"
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR:
John Baker Corporation
C/O Priority Development, LP
Houston, Texas
DATE: 04/12/08
PROJECT:
Arbor Manors
Coppell. Texas
OUR REPORT NO.: 080332-8
TEST DATA:
TEST k 5011.10 OpTlfllUt,4 MAXIMUt,l L-'lI IN PlAce IN PLACE: peRCENT
DATE MOI(1TURE: DRY DENSITY MOISTUAI; DRY DENSITY COMMENT-
NO. DEPTH NUMBER '" PCF 'lI. pCF COMPACTION
43 04/12/08 FG-4.0 1 11.6 111.7 13.6 107 96 1-A
44 04/12/08 FG-7.3 1 11.6 111.7 13.1 108 96 1-A
45 04/12/08 FG-2.7 1 11.6 111.7 11.0 111 99 1-A
46 04/12/08 FG-6.7 1 11.6 111.7 13.4 107 96 1-A
47 04/12/08 FG.5.3 1 11.6 111.7 11.9 110 99 1-A
48 04/12108 FG-3.0 1 11.6 111.7 13.3 107 96 1-A
49 04112/08 FG-3.7 1 11.6 111.7 12.8 108 96 1-A
TEST LOCATION:
BUILDING PADS
43 30' SAND 20' E FROM THE NW CORNER OF BLOCK E. PAD 4
44 20' SAND 30' E FROM THE NW CORNER OF BLOCK E, PAD 5
45 25' SAND 25' E FROM THE NW CORNER OF BLOCK E, PAD 1
46 30' SAND 30' E FROM THE NW CORNER OF BLOCK E. PAD 2
47 20' SAND 20' E FROM THE NW CORNER OF BLOCK E, PAD 3
48 25' SAND 25' E FROM THE NW CORNER OF BLOCK E. PAD 4
49 30' SAND 30' E FROM THE NW CORNER OF BLOCK E, PAD 5
, FILL
2. NATURAL SU8GRADE
J. liMe STA8ILI%ED
.. CEMENT TREATED
. A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
8 PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
C. PERCENT IN PLACE MOISTURE ooes NOT COMPl Y WIT~ SPECIFICATIONS
o RETEST
ReepeC11lJlly Submlt1ed.
'-~---
Simp_on Chan
ALPHA TESTING. INC
OlJr leal "',vu, "nd raponEJ on: for the ""I;:tu.lv. Y'l!'l Dr the Cttom <end ,~..I'/~fl:ie"'''''Ad r.-c:lphlnts on fHo in 0\1' <"",".A) And _Nill' "01 b. ,aprodueed ,ncf/Q' dlalllnlA.d ,,:u._Dt wtlh lI)(DNHlI eprov81 of
ALPHA. Tne u.e C1f Ol,.lr f'I'U"''' sand tD:t ruulli m~ rflCllJlV~ our lM'lnDn ~proval. i." r",.uh~ Dnd report. apply only 10.... :=.nmp)e!: "&164 anctlor oln.",.d, .net!:lm l"IGt f'ldlc:.lIve ~ the Q\I~II'I... or
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Geotechnical Engineering & Construction Materials Testing 8. Environmental Engineering 8. Consulting
05/14/2008 12:55
97240G8023
ALPHA TESTING
'PAGE 0G/l G
I~ rESTING, INC.
2209 Wl$consln st., Sulfa 100
Dallas, Texa~ 76229
972/620-8977 - 972/263-14937 (Metro)
FAX: 97214~023
,..--............ .I
(,../-<.
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR
John Baker Corporation
C/O Priority Development, LP
Houston, Texas
DATE: 04/12106
PROJECT:
Arbor Manors
Coppell, Texas
OUR REPORT NO.: 080332-8A
TEST DATA:
TEST ~. SOILID OPTIMUM MMlMUtII LAB IN PLAce 1M PLACE PERCENT
NO. DATE DEPTH NUMBER MOISTURE DRy OENSllY MOISTUIIE OAY DENSllY COMPACTION COMMENT-
'll PCF " PCF
50 04/12/08 FG-6.3 1 11.6 111.7 13.3 108 96 1-A
51 04/12/08 FG-1.7 1 11.6 111.7 13.5 107 96 1-A
52 04/12/08 FG~5.7 1 11.6 111.7 12.1 110 99 1-A
53 04/12/08 FG-4.3 1 11.6 111.7 13.4 107 96 1-A
54 04/12/08 FG-2.0 1 11.6 111.7 11.5 110 98 1-A
55 04/12/06 FG-2.7 1 11.6 111.7 13.4 107 96 1-A
56 04/12/08 FG-s.3 1 11.6 111.7 12.7 108 97 1-A
TEST LOCATION.
BUILDING PADS
50 20' SAND 40' E FROM THE NW CORNER OF BLOCK E. PAD 6
51 30' SAND 50' E FROM THE NW CORNER OF BLOCK E. PAD 1
52 25' SAND 30' E FROM THE NW CORNER OF BLOCK E, PAD 2
53 30' $ AND 70' E FROM THE NW CORNER OF BLOCK E, PAD 3
54 20' SAND 50' E FROM THE NW CORNER OF BLOCK E. PAD 4
55 25' $ AND 40' E FROM THE NW CORNER OF eLOCK E, PAD 5
56 30' SAND 60' E FROM THE NW CORNER OF BLOCK E, PAD 6
1. FILL
2. ~ATURAL SUBGRADE
~. ~IME STABILIZED
4 CEMENT 'ffiEAT(O
. A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY \/IIITH SPECIFICATIONS
9. F'ERCENT COMPACTION OOES NOT COMflL Y WITH SPECIFICATIONS
C. PERCENT IN PLACe MOISTURE DOES NOT COMPLY WITH SPIOCIFICATIONS
D. REi EST
Respectfully $l,Ibmllled,
~-
SBmpeon ChIn
AlPHA TESTING. INC,
Our to., re,yk. tl'lCl (4PortJl .ra fbr tho alCClUlJlve U84 of iN CIID"' (Qncl tI'I"lr dClfll'I'\'....., ,.e.pl.nt:l 0" "'0 In our cMie-l _nd .n.n "al b. f'GDredueeCl tlrutlor d1JitriblADd &MICIDI wun '."''!I,S:; f1pprOYI' of
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appDrentlV 'd,n,l~' gr :=irnllar ~peClmen,.
Geotechnical Engineering & Construction Materials Testing & Environmental Engineering & Consulting