Assured Self-LR030801~\
REPORT OF FIELD
COMPACTION TESTS
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texos 75229
972/620-8911- 972/263-4937 (Metro)
FAX: 972/4A5-8023
TESTED FOR ASSURED SELF STORAGE DATE: 08!01103
DESOTO,TEXAS
PROJECT ASSURED SELF STORAGE FACILITY OUR REPORT NO.: 03373-26
COPPELL,TEXAS
TEST DATA:
TEST
NO.
DATE ELEV.
DEPTH SOIL ID
NUMBER OPTIMUM
MOISTURE
% MA%IMUM LAB
ORY OENSItt
PCF IN PLACE
MOISTURE
% IN PLACE
DRY DENSITY
PCF PERCENT
COMPACTION
COMMENT'
34 08/01/03 FG 2 16.0 107.5 17.0 105 98
35 08/01/03 FG 2 16.0 107.5 20.0 101 94
36 08/01/03 FG 2 16.0 107.5 15.2 102 95
37 08/01!03 FG 2 16.0 107.5 15.5 92 85
38 08/01/03 FG 2 16.0 107.5 21.2 87 81
TEST LOCATION:
34 PAVING AT #5
35 PAVING AT #1
36 PAVING AT #2
37 PAVING AT #3
38 PAVING AT #4
CC: CITY OF COPPELL
~
1. FILL ' A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECI FICATIONS
•
2. NATURAL SUBGRADE e. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS Res ull bmitterl
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4.
CEMENT TREATED
D.
RETEST JJ
ALrHA TASTING, INC.
Our test r~sults8reports alelalhe exGUSiva use of the Client lantl their designatetl recipients onftle in our oRice)and shall not be reproduced antllor distnbutetl except vnth express approval of ALPHA. The use
of our name & test results must receive our vrtitten approval Test reSUlla 8 reports apply only to 0e samples tested antllor observeQ antl are not indicative of the qualiUas of apparently identical or similar spetimens.
Geotechnical Engineerinq ~ Construction Materials Testinq ~ Environmental Engineering I Consulting
~~/~,,
A[PHA
TESTING, lNC.
REPORT OF FIELD
COMPACTION TESTS
2709 Wlscpnsln Sf., Sulte 1~
DCrllps, T6xos 75229
972/620-991 ] - 972/269-.4937 (Meirp)
FAX' 972/406023
TESTED FOR ASSURED SELF STORAGE DATE 08!01/03
DESOTO,TEXAS
PROJECT ASSURED SELF STORAGE FACILITY OUR REPORT NO : 03373-28
COPPELL,TEXAS
TEST DATA:
I TEST ELEV. SOtI D OPTIMUM MAXIMUM lAO IN FLAGE N PLAC° PERCENT
NQ. UATE DEPTH NUMBER MDISUaE DRY OENSIrv MolsruaE DRY ObN$m coMPACT10n OMMENT•
~ w. PcF vro rtr
34
C9/01!03
FG
2
16.0
107.5
17.0
105
9 1
/
~ ~
s5 08101/03 FG Z 16.0 107.5 20.0 101
I 36
08/01/03
FG
2
16.0
107.5
15.
102
5 )
/
t_ -
j /~ _ /
3? 08/01/03 FG 2 16.0 107.5 15.5 92 8
, ~/
~~
Is8 OBl01/03 FG 2 16,0 107.5 21.2 87 B J
r-
i
I
~._._
T'E5T LOCATION.
II 3Q PAVING AT #5
35 PAVING AT #1
36 PAVING A7 #2
37 PAVING AT#3
l
38 PAVING AT #4
_
I'I t
i~_
~.
C;,: CITY OF COPPELL
~. FILL ' A. IN PLACE PERCENT MOISTURE ANp PERCENT COMPACTION COMPLY WITH $PECI FICATIONS
7 NAl'URAL $U eGRADE 0. PERC ENY COMPACTION ^OE6 NOT COMPLY WITH $RECIFICATICNb Rah pocMlly $uDmlrtee
3 LIME STABILIZED C. PERCENT IN PLACE MOISTURE ODES NOT COMPLY WITH 6PECIFICATION$
~: CE MENT TREATED ^ RETEST gLPMA TESTING, INC.
.v wu ~c:ulM d ropDN ON for Na fixpvhso vL0 of In0 CiiBM (finC l'1Br OBLlpnatOC rW:IPiont9 cn Olo In pvr p1116hI Bn9 hpbll nCl DO repTOUCW Ontlrpr Aio1; DutBtl BVppl wIN JxpI06h OpWOVpI a!ALPMA. Tti6 ueB
.n -u'rpv.e d Ibft fbav'llh mYff IBCBNO OIR xTPDn pPFlpvBl. TB61 l2iall6 B IBPO!4 Apply Only p I~B 89giILBB Ibhlhfl Bntllpl DDLONOC pnp pr011d IntliGLlieB pf InB tlDe iLp1 pf LpPOfO'lly ~Bn Uppl Of r,mi~y 5FBpTBnh.
Geotechnlca! Engineering (~ Consfructfon Moto/ie1S 7e5tUlg fb Enviranmental Eng+neeMg R Consulfing
ALPHA TESTIN~i CO~j.E MEASUREMEI3T
.~
CORE # l 2 3 4 5 G 7 8 9
~ ~ z 5.1 ~. tv ~.5 5.b ~ ~ s.2 5- ~ 5.
c ~ z ~- 5.`~ 5. S.~o 5~ . 5 5.5 .~
c -3 ~ .D ~ .Q .$ .9 1„
~ - ~.3 lo.Z . i _
c~ -0 b. l (~ ~ ~ Z 7. ~
,s 5.2 5. I .0 5.3 S. 5 2 s. ~ ~. .a ~
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t
/~ Our Report Number.: 03373 Date: 8/1103
~~~i• Material Description: Recycled Concrete and Dark Gray Clay
y ALPHA 1ESiriNG, lNC. Classif~cetion: (CH)
Sample Location: Oomposite Sample
2204 Wfsconsln Si, Svhe iL0
. Dallas, ioxw 76224
972/620-8911 972/263-dA37 (MBrrO) Method at Test' ASTM-D-896-A
FAX: 472/A06-11029 Soil Identification Number. 5
Client: /frfH f~~ ~~,/~ ~~~o~e~ Maximum Dry Unit Weight 107.0 pcf
/~ Optimum Moisture Content: 16.5 % Troxler:
Liquid Limit ~ 44 Humbolt:
Project: Plasticity Index 19
°/p Fir Than No.,200 Sieve: 42.9%
,zs
tzo
GIs
a
el
~_ ttn
c~
w
3
2 105
}
K
O
100
B5
so
MOISTURE DENSITY RELATIONSHIP
0% 5% IO°h '15% 20°/b 25°h 30% 35Y°
MOISTURE CONTENT
Respectfully Submitted By' of Alpha Testing, Inc.
0W feel fae°'ib entl repertB alB ler IM16 attF.,6me ueB CI IpD C bnl ~6°tl IheR paBiAefiled AebP,anle en 1 b In eur eM Lb) 0nd Abell nel be rBprod.Cad eMier ei61M1p,IIBe lI°epl
K11p ryOrBee OpPrpvdl °1 Al.°!IF T^B YSB M JUI Nma Bn01e{I lefWtp m0i; roCirvB pyr WIIIIOn dppreud~ ~ifl ~ae°I!e pf4 r°p°rq ipplY °nly ID IM1B iaTy'B6 IBN° aO°I°r
a°rveg. Ana arp ngl U)dolrvo °I Ip° gwaU°v °i aoparepl~ tgenllcal or eimllal appamen{.
Our Report Number.: 03373-27 Date: 8/1/03
~j~~n Material Description: Recycled Concrete and Dark Gray Clay
ALPHA TESTING
INC. Classification: (cH)
, Sample Location: Composite Sample
2209 Wlsconsln Sr., Sulre 100
Dallas, Texas 75229
972/620.69f t - 972/263.4937 (Mefro) Method of Test: ASTM-D~98-A
FAX: 972/4063 Soil Identification Number: 5
Client: Assured Self Storage Maximum Dry Unit Weight: 107.0 pcf
Desoto, Texas Optimum Moisture Content: 16.5 % Troxler:
Liquid Limit: 57 Humbolt:
Project: Assured Self Storage Facility Plasticity Index: 31
Coppell, Texas % Finer Than No. 200 Sieve: 42.9%
MOISTURE DENSITY RELATIONSHIP
125
120
115
a
a 110
ti
2
C7
IY
3
z 1os
T
a
0
100
95
90 V
0%
5% 10%
Respectfully Submitted By:
Our test results antl reports are br the exclusive use oft r
with express approval of ALPHA. The use of our name and test results must
observetl. antl are nol intliwnve M the Quashes of aPParenby ibenbtal or sin
\\ I
25%
30%
35%
of Alpha Testing, Inc. l
on i e in our o me a s to no a repro uce anmor tli8iribute0 except
approval. Test results an reports apply only to the samples lastetl antlbr
ALPHA TESTING, INC.
MOISTURE DENSITY RELATIONSHIP
LABORATORY FORM
ASTM D-688A
Point No.
Mold No,
Mold and Sample WI
Tare weighs of mold
M°id volume cu. h.
5amP~e Weight gem:
Sample Weight Lba
Wet penalty PCF
fsn No
Can & wet Weight
can 8 Dry waignt
Tare weight of can
M°Is,ure Content
::an Ne.
Gan & wet Weight
Can & tTy Weight
7a~e weight of can
M°ISWre Consent
pry Density PCF
M°islure Content
PROJECT# 03373
DATE 06/01103
1 2 3 4 5
3 3 3 3 3
6750 7048 7121 7100
2852 2852 2852 2852 2852
0.0747 0.0747 0.0747 0.0747 0.0747
3898 4196 4269 4248
8.59 9.25 9.41 9.37
115.04 123.84 125 99 125.37
OVEN DRY SAMPLES
1 2 3 4 5
668.9 661.7 682.1 661.6
619.1 662.8 570.4 582.1
86.2 84.6 841 85.2
12.7% 15.8% 18 9% 20.9%
MICROWAVE SAMPLES
1A 18 2A 2B 3A 38 AA 46 5A 5B
1.8 1.8 1.8 ~.8 1.8 1.8 1.8 1.8 1.8 1.8
LL PL
Tare Weight 1.51 1.53
'Wet wo: ht 32-51 15.14
Dry Wel hi 23.09 12.43
Number of Blows 2S
Moid 1 2 3 4
Size 4" a" 4" 6"
Vol 0.0327 00335 0,0332 0.0741
Could not Be Determined
LIQUID LIMIT 4a Pan Number 67
PLASTIC LIMIT 25 Pan Weight 66.1
PLASTICITY INDEX 19 Wt Before Wash 207.4
! Wt Aher Wash 133.3
Ret No. a 23,4
Pan Wt. No, 4 1 3
LL 44
PL 25
PI 19
-200 42.9%
+40 29.7%
A
Soil ID #
5
MaK Den.
1a7.o
Opt. Moist
16.5
Tested By: Calculated By,
ALPHA TESTING, INC.
SIEVE ANALYSIS
L/~ABORATORY F/O^RM L~ PROJECTp 03373
/'7S(~r~ .~CIjG ~7s~-r/. pATE SHlD3
MATERIAL pESCRIPTION: Re/c_ycled Concrete and Dark Gray Clay
LOCATION: Compoa~te Sample
Total Sample Weight (Grams): 9654.6
Does not meet Specifications of Item 2.1.3 ~e 0 U
Sieve Weight Cumulative % % Spec.
Size Retained Weloht Retained Paeslno Passing
1 3/4 0.0 0.0
No.4 2892.0 2892.0
No. 40 2165.3 5057.3
5057.3
50523
5057.3
5057.3
0.0% 100.0% 100%
30.0% 70.0% 35-55%
52.4% 47.6% 15-40%
52.4% 47.6%
52.4°10 47.6%
52.4% 47.6%
52.4% 47.6%
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