HomeMy WebLinkAbout3188; COLLEGE BLVD EXTENSTION; NUCLEAR DENSITY FIELD FORM;TECH:
. United Sta's Testing Company, Inc.1
Testing Engin - San Diego
IJ 29S6 INDUSTRY STREET
OCEANSIDE, CALIFORNIA 92054 (619) 757-0248
-. ,. • . . - -' -
NUCLEAR DENSITYFIELD FORM •D AT 8/2I
JOB TESTIr TESTI TESTS TESTL TEST#. TEST
PROJECT: 5A
jr ;11 . ~-8 5-s-
LAWE CLIENT:,( 1 L4 it"
CONTRTO(ø4'-
DEPTH OF TEST7
.
DEPTH OF TRANSMISSION: .
.
.
TYPE OF SOIL:
- -
/ .
TABLE READING:
STANDARD COUNT READINGS:
=EADINGS:
WET DENSITY: .
. 3 1/ •
MOISTURE IN LBS.:
DRY DENSITY:
j-J
. ..
FIELD MOISTURE %:
MAXIMUM DRY DENSITY
OPTIMUM MOISTURE%:
\ REQUIRED COMPACTION % /
COMPACTION OBTAINED: , /!?3
S
United States Testing Company, Inc.
Testing Engineele San.Diego • 2956 INDUSTRY STREET -
OCEANSIDE. CAliFORNIA 92054 (619) 757-0248
TECH: NUCLEAR DENSITY FIELD F194e f 0j DATE 'c'/cI )?
JOB# TEST! TEST! TEST! TEST! TErl?V/8 EST
PROJECT:
'ft+oo cN49O S4A.
/t z.s4
SLOT
COUT
See iAe
JA 4 Jvt Z..
DEPTH OF TRANSMISSION: Irk 1! icf I 1a. t- I : I
TYPE OF SOIL: I
Fl ID NO.:.
TABLE EAO I NG:
--
STANDARD COUNT READINGS:
4'
OENS./MOIST.
TEST COUNT READINGS
WET DENSITY - 0
iT74 l3 I3
-
MOISTURE IN LBS.:
Cape
DRY DENSITY:
I / I
FIELD MOISTURE %:
00
-
48-7
MAXIMUM DRY DENSITY: -
. . .0
1'O
-
)
Nc!'.
QPTIMUM MOISTURE %: . 0
• -
REQUIRED COMPACTION X: 1 ) •Q -
rC) 1ACTJO fl, T e'7 -i&'° 9~.i
United Stab Testing Company, Inc. •
Testing Engineers - San Diego
2956 INDUSTRY STREET
OCEANSIDE, CALIFORNIA 92054 (619).75?-Q248 ':7)............
NUCLEAR DENSITY FIELD FORM DATE 9'/2_.t/4?.'7 4L TECH: ..S....
JOB # 5<
. TEST# TEST# TESTI TESTF'r VV.TEST#. TEST#
PROJECT jt
_tJA __rt e.)t _1x
hi c-
4 4~cf
CLI9T:1
.,
c LA k> k4-L x
CONTRAdrOR: STA ve
DEPTH OF TEST: w '
DEPTH OF TRANSMISSION: .
TYPE OF SOIL:
V
V M/D NO.:
TABLE READING:
STANDARD COUNT READINGS:
TEST COUNT READINGS-,
WET DENSITY: V
MOISTURE IN LBS.:
DRY DENSITY:
FIELD MOISTURE %:
MAXIMUM DRY DENSITY:
Q
OPTIMUM MOISTURE %:
REQUIRED COMPACTION % 0 () __-
% COMPACTION OBIAINFI)
--
TECH:
United St.s Testing Company, Inc. 0
Testing Engineers - San Diego
2956 INDUSTRY STREET
OCEANSIDE. CALIFORNIA 92054 (619) 757-0248
NUCLEAR DENSITY 'FIELD FORM
/7r$5
LiTJ
1)ATF P / /-017
JOB f TEST! '• 'TEST! TEST! 1TESTI TEST! . TEST!
PROJECT:
LAIJ
CLIENT:
lloia Awej 1 / "
CONTR/TOi:i/—
Si4
DEPTH OF TESTJ,
I_ I Z /. I Ii TC._I 4
- DEPTH OF TRANSMISSION:
TYPE OF SOIL:,
TABLE READING:
STANDARD rrs ;A0 _COUNT _READINGS:
L
DENS :TEADINGS:, TEST NT
WET DENSITY:-
' 3 137_
MOISTURE IN LBS.: , I •
DRY DENSITY: 1•- i3 ,,O '
FIELD MOISTURE %:
MAXIMUM' DRY DENSITY:
OPTIMUM MOISTURE %:
REQUIRED COMPACTION %: ' ,'4'
' '
COMPACTION OBTAINED:
United States Jesting Lompany, Inc.
'
Testing Enginee San Diego :•
2956 INDUSTRY STRE V
OCEANSIDE. CALIFORNIA 92054 (619) 757-0248
V V
TECH: NUCLEAR DENSITY FIELD FORM
DV .
DATE R —th-7
JOB I
V
TESTI TESTI TESTI TESTI TEST#. TEST
PROJECT :
çfrcQ 70'/9400_)
V 2j/ A%J
9.4 CLIENT:"st
CONTRAT0R: V
DEPTH-' O,.EST:
Frl-
DEPTH OF TRANSMISSION: V
S
TYPE OF SOIL c L -
TABLE READING:
STANDARD COUNT READINGS:
________
DENS./MOIST.
VS
~aw
fi
TEST COUNT READINGS: /21'
j /
WET DENSITY: V
• 13_ / j' ' Itlo'
V V
MOISTURE IN LBS.:
V
V
0
DRY DENSITY:
32
,1
33dS /3i 13)
FIELD MOISTURE %:
V
MAXIMUM DRY DENSITY:
/1"
5T IMUM MOISTURE %: V
V
I
REQUIRED COMPACTION %
cn n 'y'? !11: i9Tj7 qcj:cj
7 United States Testing Company, Inc.
Testing Enginee - San Diego
- 2956 INDUSTRY SIRE -
OCEANSIDE, CALIFORNIA 92054 (619) 7570248
-41
TECH NUCLEAR DENSITY FIELD FORM DATEFlZeO /9'7
JOB 1. . iS TESTI TESTI TESTI TESTI TEST:. TEST:
PROJECT: . 3f-4 SM
C
Id
14-0 4'-oo '/Z*n) 414S—
CL ff:
CONTRACTOR:
SQ/I_khuIerKJ e
DEPTH OF TEST:
---H---
DEPTH OF TRANSMISSION: - -
TYPE
:SOIL:
TABLE READING:
DENS;/MOIST.
5TANDARD COUNT READINGS:
00000 o.,
'TEST COUNT READINGS: L9 ,']jfi "
"WET DENSITY:
t /l
0
136' 7
MOISTURE IN LBS.:
DRY DENSITY:
l3q,l
FIELD MOISTURE %: 6,.3 c' ,r
MAXIMUM DRY DENSITY:
.190 ILI
MOISTURE %: 5TIMUM .
I
REQUIRED COMPACTION %
5.
:
CO 2ACflU OT i: jo
United States Testing Company, Inc.
(1 Testing Engine- San Diego
2956 INDUSTRY STREET
- .. OCEANSIDE, CALIFORNIA 92054 (61gT1S.0248,..
ill
TECH: A M. NUCLEAR DENSITY FIELD FORM DATE.
JOB # •\BLS TESTI TEST! TEST! TEST! TEST#. TEST#
PROJECT: sfi'...S7T
4
al oil e 31 V
S d..
4-cis-•UtS1
t_
,o+S
CLIENT: ii 1 ('i - .
1 'rr
CONTRACTO
su t( I1'U
DEPTH OF TEST:
DEPTH OF TRANSMISSION: 14 ' (
4PJ
TYPE OF SOIL:
f1 MIDNO.:
DENS. /MOIST/. =
STANDARD,COUNT READINGS:
TEST COUNT READINGS:
WET DENSITY:
ç1
01
c'B
MOISTURE IN LBS.:
- 7
-
DRY DENSITY: r° 33
FIELD MOISTURE X:
31 8 17 048 .00 t 8A
MAXIMUM DRY DENSITY: -
o
$TIMUM MOISTURE %:
REQUIRED COMPACTION %: -
COMPACTION OBTAINED 17-"
LJnitd State Testing Compny Inc.
TestirijEñginee•San Diego
2956 INDUSTRY STREET
OCEANSIDE, CALIFORNIA 92054 (619) 757-0248 7•7) rc,-J
xv
O1J c_2(7
CU. . NUCLEAR DENSUY FIELD EOM .. DATE
r -
B # . TESTI ( TEST# 2.... TESTS <j ITEST - TEST#CS TEST#
0JECT2&VIO ,.
Ca76 22(/é2&
rn' /r1'W" 1A7' 7''' /6'rr ,eicirr Ti L-/1 L14lLlE IENI T: IAJC
Z4
r ii4 C'- -TRACTOR: . ' av I '' I
PTH OF TEST:
PTHOF TRANSMISSION:
4•
(PE OF SOIL: . . . . . .
ID NO.:
BLE READING:
ES./MOIST. .'7 6171 6-e 7 S77
TANDARD COUNT READINGS: 3(( (3/ __3/
ENS./MOIST. •.
EST COUNT READINGS: 66Y_ 1 y
-
6V
ET DENSITY:
VY /37 W
.OISTJRE IN LBS.: .
.
.
::siTY:
.
ID MOISTURE L-
IAXIMUM DRY DENSITY:
_______________________
PTIMUM MOISTURE
.-'.-.--. 1 •-- 0• .
______
EbW"RtötMPACTI
Rik
.COMPACTION-OBTA!NED - ---
United Statesting Company, Inc. • V
4f44'
Testing Engineers -
San DieVgó
1
,2956 INDUSTRY STREET
:OCEANSIDEAUFORNiA 92054 (619);57 0248 0 jesT 't kii C/ 21 J'7
NUCLEAR DENSITY FIELD FORM . DATE 9S 7 V
.t1V V V V
TESU 7 TEST TEST. ITESTt V TEST'. TEST f.
)ECT: i(IO
V
9/'IV IIiA1 .. V • V. V
1ptpa 7"
RAC-
OR
V V
V V _____ V •V
V
TH OF TEST:
.. V .
TH OF TRANSMISSION
E OF SOIL: V
• V
V V • - I
•
VV _________
READING
DUNT READINGS
N'S./MOIST.
T _ThSITV
OIsTUP[
'I
AXIrUM DRY DENSITY: •V
• L .
V •• .
PTIMUM MOISTURE
:EQUIRED COMPACTION %: . . .
V V • V.
V
_____ V
-
...' •• -V_____
• •
V . V
COMPACTION OBTAINED
•
V V
• V V
United Statresting Compan, Inc.
Testing, Engineers - San Diego
2956 INDUSTRY STREET ( OCEANSIDE. CALIFORNIA 92054 (619) 757-0248
H: NUCLEAR DENSITY FIELD FORM ATE
TEST g TESTrx 9 TEST j TESfl / TEST#>L TEST#
JECT:(y6 1g14',) /J/7 Si11A
s, L: SDC
1 )
L.'
c
j
:TRTOR: /
TH OF TEST: j I
4
TH OF TRANSMISSION:
4 4
?E OF SOIL:
D NO.: .
BLE READING:
S. /MOIST.
NANDr'.'.D COUNT READINGS:
S. 01ST /
ST C;'UNT READINGS.37/ -
Ll i /1' / f 1 of
IN LBS.:
OISTURE
1VU" DRY DENSITY: .
?TIMUM .MOISTURE
EQUIRED COMPACTION %: S
c.
cpMpAcuo OBTAINED:
United Testing Company, Inc ! :
Testing Engineers -San Diego
2956 INDUSTRY STREET
OCEANSIDE,. CALIFORNIA 92054 (619)757.0248
CH: NUCLEAR DENSITYFIELD FORM DATE
JB # a TESTS / TEST a TEST I TESTI / TEST#. TEST#
OJECT: 4 VO /i,LoT
:
VVe V 1 .l
L ENT :(',7, C,, (', I. /Y 13
ONTRACTOR:
)EPTH OF TEST:
5. 6 •
—
)EPTH OF T RAN SIISSION
TYPE OF SOIL: •. ', 741tt L7.1 1(.T'
• 2
lID NO.: sl uo çn., S
TABLE READING:
STANDARD COUNT READINGS:, __
•' ______________
DENS./MOIST. S
TEST COUNT READINGS:
• ,>ä-3 • :7v_
•
WET DENSITY: S •
//7
MOISTURE IN'LBS.: S .
•
-______ _______
DRY DENSITY: •
S
S •
FIELD MOISTURE %: S • •
. S
• I.'.-' •
MAXIMUM DRY DENSITY: S
S
__S / (/( •,j.r •
OPTIMUM MOISTURE %: • S. •' • • : • S •
REQUIRED COMPACTION %: . S • • S • .
S
S. •• S. • S •
s••' .
5
TTT.____
.•...•.. — \ /
j (7 Testing Engine-s - San Diego
2956 INDUSTRY STRE.
OCEANSIDE. CALIFORI4 A 54 (619)757-0248
H /r,-L.mjO NUCLEAR DENSITY FIELD FORM DATE 16-2-(--87
U TEST( I TEST[ 2— TESTI 3 TESTI, 4- TEST. TEST r'
)JECT: c4t g&Dip.cxi, cLLeZ C LLcc CLLE oLL
C3 LV~D 0•
:El:cIccAAo -ot,•+O
- .. 4i.L.A iVt4v'4 C4?E % -
l TRACTOR: iuJL c/ ril-(Alq
b t 8M4F
TH OF TEST: - I
.SUeA ssg
'TH OF TRANSMISSION: .
cl
'E OF SOIL: e— S - S( 8 .
) NO.:. . SA CL SA CL A CL SA
REREADING:
A __
thOARD COUNT READINGS:
- /MOIST.
. I (97
ST COUNT READINGS:
I DENSITY:
S. 12y !zS.s
[STURE INLBS.:
zt
( DENSITY:
/0 3 t o-7 V '
LD MOISTURE : . . .
UUM DRY DENSITY: -ç //7f )/2s
fIMUM MOISTURE %:
low.
- -
UIRED COMPACTION %: 0
-. --.- ___................- VgI
-
United Sta óesting Company, Inc.
Testing Enginers - San Diego
2956 INDUSTRY STREET - OCEANSIDE. CALIFORNIA 92054 (619) 757-0248
CH: •• NUCLEAR DENSITY FIELD FORM DATE
58 # TEST TEST17 TEST TEST#/D TEST.-#' (( TEST?2_
OJECT: hsa- CCI! c-U-C CoLLEc :'.atL-CC,r;
IL vi) 6 L './ 1) i3 LfO
oy LIENT: • '3-roo 5Jj
q< ccr
••I
5 . /_ A- C,LAi" S C
/0 tMTflA('TAf). ( Iv°1- IV 1'
- • C- c_, •
EPTH OF TEST: • F, C 6
__________________________ óA$ • ~_
EPTH OF TRANSMISSION: •
YPE OF SOIL: • 13r 5: - ' R,. 5 l- •
ID NO.: C( C/ C(. A • C( p, Ct - Cl s
ABLE READING: •
1, _________ ___________
tANDARD COUNT READINGS:
,ENS ./MOIST.
EST COUNT READINGS:
- ,ç(
/9
99.2-0jl~ -Z-.6 57 .2 05 V
'ET DENSITY: 0
/ 26. (/ /-7. I (2—s , ,, (, • I -
IOISTURE IN LBS.: • •
2O2— /, /-o 2-2_-'1
RY DENSITY:
_____________________
/Oa/
______
//'. o,c( /o(,? /DC .?
'IELD MOISTURE %:0 •
•
____________________ i. / • /•3 •
XIMUM DRY DENSITY: • 7./f7 //7,; 7(7,; 1 /(Z
______ ______ _J
)PTIMUM MOISTURE %'
- ((y) /_()
EQUIRED COMPACTION %: -
• V
COMPACTION OBTAINED:
nw7 rT2i1 i7 r q, __
United Sta.Testing Company, Inc.
.. Testing Engineers - San Diego ,
2956 INDUSTRY STREET '1
OCEANSIDE, CALIFORNIA 92054 (619) 757.0248
NUCLEAR DENSITY FIELD FORM DATE /O-92- CH: RLI
8 # 5l5t ITESTf TESTff TESTI TESfl TEST# 5 TEST
.OJECT:( Ij/ et RekcT
I
.ENT: 2q-too CioD 2-$bF
f j oft/w L/2-//i zfz
4 13S/L..
PTHOFTEST: I Pa
513
PTH OF TRANSMISSION:
c.
YPEOF SOIL: g 5C F5 BscFS ISC-FS &SS' KS 6S'
ID NO.:
ABLE READING:
ENS./MOIST.
TANDARD COUNT READINGS:33
ENS. M0 1ST. 7 5
ET COUNT READINGS: '2h Ci~-01Y
El DENSITY:
OISTURE IN LBS.:
. q 22.2.
RY DENS ii?:
(z -7b I /ô7.2
IELD MOISTURE %: o.3 )7J
IAXIMUM DRY DENSITY:
)PTIMUM MOISTURE %: q.
EQUIRED COMPACTION %:
COMPACTION OBTAINED: 9J i:7 s E2" T/7
United Sta..•Testing Company, Inc.
Testing Engineers -.San Diego
2956 INDUSTRY STREET
OCEANSIDE. CALIFORNIA 92054 (619) 757-0248
N f .
AL
ja/
DATE 241J2 A 7
ra
CH:
NUCLEAR DENSITY, FIELD FORM
)B# 2-5, TEST '?_-TEST '?_-TESTI
•
TESTrz
£
1 TESTf/.e TEST ),2 TEST Z_
OJECT:C3( -(T
ENT:
7Lfl1
fld• c-is
-
Cis
—7 03
LIAJ
ob/A,
C3
j2, L
EPTH OF TEST: I FG
DTH OF TRANSMISSION
YPE OF SOIL:
ID NO.: ••.
5c L
ABLE READING:
ENS. /MO 1ST.
;TANDARD COUNT READINGS:
)ENS./MOIST./>7
TEST COUNT READINGS:
-
!!~.2 .
-2-1
-
,2 -4i7
ET DENSITY:
/21.? /3o;j-
OISTURE IN LBS.:
• /V LLI /TL2to (7
n:stT'
/07.
FIELD MOISTURE / j27 • S o - / r /:7 /
MA XIMUM DRY DENSITY
/17, flZ3
OPTIMUM MOISTURE %: j • • -
REQUIRED COMPACTION %: iL)
X COMPACTION OBTAINED: 9,
_____
United Stas Testing Company,
Testing Engineersoan
D
i
e
g
o
rr .
/
c
.
2956 INDUSTRY STREET
NUCLEAR DENSITY FIELD FORM
DATE
TEST /3 TEST;) lTESTJç TEST:/ TEST.-`/ 7 TEST #J
QJECi:C
.
LEUT: . ' tJADJ kkJ. &4#
CTRCTOR: j1L
bEPIftOF TEST:
• SO
DEPTH OF TRANsMrssIoN
:
S
1
: H
TABLE READING:
DENS./MOIST.
•'
7.
STANDARD COUNT READI
N
G
S
:
3 YJ _________
_
_
_
_
_
_
_
_
_
________
DENS./MOIST.
V
"2
TEST COUN
T
'
R
E
A
D
I
N
G
S
:
.WET DENSITY:
S
/
MO!STURE IN LBS.:
DYDESiTY:
- •'
.
S
S /o. q • ______
° /13
FIELD MOISTURE
MAXIMUM DRY DENSITY
S.
OPTIMUM MOISTURE
REQUIRED CQMPACTIO
N
%
:
.
.
•_-
-
_
% COMPACTION OBTAINED:
E--2 i7
-
:CH
United Statesting Company, Inc.
Testing Engineers - San Diego
2956 INDUSTRY STREET
OCEANSIDE, CALIFORNIA 92054 (619) 757-0248
NUCLEAR DENSITY FIELD FORM DATE ft
)B # TESTI TEST# Sb TEST I TEST! TEST#. Tfu
OJECT:C( 21?
PALt
JENT. CO-;
I'- JNTR.ACTOR: J651
EPTH OF TEST:
EPTH OF TRANSMISSION:
YPE OF SOIL: 6SCPS' Qs;ç,
lID NO.:
ALE READING: .
-)ENS../MOIST.. I
;TANDARD COUNT READINGS:2-S36
)ENS /MOIST
[EST COuNT READINGS: Y3
4ET DENS IT:
1OISTURE IN LBS.: :
DRY DENSITY:
FIELD MOISTURE
M!VXIMUM DRY DENSITY:
1/7. /1.2- ,i/ -z..-
OPTIMUM MOISTURE
I7
REQUIRED COMPACTION %:
%COMPACT!ON OBTAINED:
United Stjs Testing Company, Inc.
Testing Engine - San Diego
2956 INDUSTRY STREET
OCEANSIDE, CALIFORNIA 92054 (619) 757-0248
ECH: I/A.Jr //4---, - NUCLEAR DENSITY FIELD FORM
JOB # 5'),-" TEST / TESTf .2- TEST TESP TEST: TEST:
'ROJECT /i'- ,$ecr eiecT-
of red /. 4/7Si •
I • •
-:
• 4 !ENT:
/0t - :0;TRACT:/V5S/tL9CVI/- FLAi'JE kJ,-L4iE
•
) E PT H OF 1 E SI: - •
)57&
' • - - • •
•
LJMA '-s '• - - )EPIH OF TRANSMISSION: - • - • f - •
••
•
-.
• .Y P E OF SOIL: Cf i M CI • & • C / - 1/0 NO.: SA- S /4.. Li '. • -
BLE READING:
- U -T -------- ,-L ---- N S./MOIST. • - • • - TANOARD COUNT READINGS:--
• _,3_ ,-,-- -> ENS./MOIST.
• • I 1' 2'
-
ET COUNT READINGS:
ET DENSIIY: • - • •
- _____• _-, /f ,•
- ______ _______ OISTIJRE IN LBS.: ••• • • -. - -
YDE3iTY: •-
• : • H
• _• (oc.• -,.1 jas -__.••••
_______ ________
~'
l ELD MOISTURE %:
- ___•• _-. -
_____ _____ _____ ______ XIMUM DRY DENSITY: • - • -. - //75
117
_.• TIMUM MOISTURE _____ _____
.:QUIRED COMPACTION %:
••
• 9 -
• -
COMPACTION OBTA[}ED: • - cLJ C2JJ -
:UnitedSta
Testing Enginee - San Dteg6c 'k
2956 INDUSTRY STREET - -
OCEANSIDE CAUFORNtA 92054 (619) 757.0248
.
. .
NUCLEAR DENSITY FIELD FORM
-
c.. .'. :..-.-. .....- .. ,.. . •.
DATE 10/2C/7 IECH:
S)-S1 JOB1I TEST I . TESTt .. TESTI TESTff tEST#. TEST11
.?ROJECT{JLLJL c . 0 .• COLLE
\LA-k. .
CLIENT:-
FE. LJ
C'.sO .54o (
CONTRACTOR
DEPTH OF TEST:. • 3Lo
3Ip\J "tj
S F5
DEPTH OF TRANSMISSION: . . . •
TYPE OF SOIL: t.2:i L.1r c Cc.-jr ..
M/D NO.: LIC • • g
TABLE READING:
•
' — • . •
-------"T
DENS. /MO.IST.
STANDARD COUNT READINGS: • —- >'-' I 232-
. 'DENSMOIST. . too . • ••
TEST COUNT READINGS: >' L.-" . •
WET DENSITY: . ,. • . . ..•
MOISTURE IN LBS.: • . • . .
_____________ ____ ____
•
____ ____ ____
DRY DENSITY: • . .•
/VLo
______
•
______ _______ ______
FIELD MOISTURE
MAXIMUM DRY DENSITY: .
. • .
_____
/3.o/ /31. .131.0 i.o N/37 6
OPTIMUM MOISTURE %: •
••i_70 .
-.
REQUIRED COMPACTION' %: .
% COMPACTION OBTAINED: •
. .
4•;:...
•
• \
;•
United ;0 .i
.'.— *0 -
Testing Engineers - San Dtego'- 4-j- -
- .•......................... .._ ........ •. r. :i''
2956 INDUSTRY
OCEAJ1SIDE CALiFORNIA 92054 (619) 757.0248 '.
. . -
H: L.r- .
. NUCLEAR DENSITY FIELD FORM DATE
# . TEST TEST#3-. TEST4 TESTf&"
I I
TEST#.L 77-
JECTLLGe fL..)O . -- 2L.Ec. e
1 /?ccjO43 -VO .
.
. .
u), L i
i'5O
i.'J, L9-7v
1t2
I, LA-iV
ENT:C(ptc CA9 C-5
1TRATOR: .. .
TH OF TEST
(
J
TH OF TRANSMISSION: 3toi-.1 l3P-ô-' LkLot..' 3" ELALJ '1
• S6 . . _____
?E OF SOIL: . C-E C-L. iF ç-.I CL1t. CL
0 NO.: . .
BL E READING:•
ANDARD COUNT READINGS:
MS. MOIST. p O /
W.
ST COUNT READINGS: ,77i_ _1' L-/2',' !S/-'/ZP
1 DENSITY: .. . . . .
/3c
'ISTURE IN LBS.: . . . .
:Y DENSITY: .
/3.2.1 /Z77
ELD' MOISTURE %: . . .
(XIMUM DRY DENSITY: • . . n
/3c10 i37.O /3'c /3c • J3YD
'TIMUM MOISTURE *7- 7.0
..
0
t .
70 7 0 • 17.01
EQUIRED COMPACTION %: . . . . . —
•
. .
.7.c '~..
_)
COMPACTION OBTAINED
_727
-: VL
:,, United Sta sting'~Corlr
-•c-'-'--
TestIng Engin - ;.'San Dieg- 4-
2956 INDUSTRY STREET-
OCEANSIDE, CALIFORNIA 92054 (619) 757-0248
ECH: Kcr- Drf NUCLEAR DENSITY FIELD FORM
••••.• ;•
. .. -.. - ••',:/'- •--•
.-•'
.- -
DATE
OB # S)1 TEST: f3 TESTI TESfl 10 TEST TESTS. (. TEST(
ROJECT:CoLiGL- . (Mço36. COLLCE
I?LVD :
coLLECE
•
CLLECdE
vo
LCC-tE
1L-i'1) .
L-EC
(JLVO
(jDUEGE -
iCuO
E. LA &k
oSO
-,47'iC
73-3-b
..
cJ
. . .
EL,jç
.
tiLtc&
LIENT:CTcFCAPJSV
ONTRACTOR:fJL1'
EPTH OF TEST: t( I2-t. I2'P€Lv) 213Li L2Jt&Lc,J L2'&)
/.SG J_
p.s'G
'EPTH OF TRANSMISSION: . . .t-L -
.
YPE OF SOIL: Ct, -1l•1: CL.T •JCL.-ff • cQ.
/D NO.: . . I _______ _______ ________ _________
ABLE READING:
;TANDARD COUNT READINGS: -:2 . n;,z:, -2-3 2-F 232-9
)ENS.1MOIST. • .
.1 ç ,oY Jo! . J zo •
rEsT COUNT READINGS:
.
z/ ,,''ol , V-(il
• . . ..• 1ET DENSITY:
71
IOISTURE IN LBS.: . . .
.
• . I _______
DRY DENSITY: . .
-
FIELD MOISTURE %:
1.2-
.
•
_______
75 .~4- .
MAXIMUM DRYDENSITY: . •
OPTIMUM MOISTURE :7.0 •
• o 7.0 7
REQUIRED COMPACTION X:
.
.
.
•
%COMPACTION OBTAI N ED c'qIJ
- =M I'll /
T-- 'r- -'c-
.."..,. .- -- Testing Engineers San Diego
2956 INDUSTRY STREET- ' -
OCEANSIDE CALiFORNIA 92054 (619) 757-0248
rECH: //-1-jjç . . NUCLEAR DENSITY FIELD FORM
..
'
DATE 19'2 Ili 7
JOB# S2r TEST ,. TESTIS TEST TESTI TEST TEST V5'
ROJECT: C .
eôz/ .
L CtØLLE4 c- 'LL4
..
, LA. '
2 L I E NT : O7tr aF &1&640
-7'+5O 7j 757
... . CONTRACTOR:1g/(,J y . . . . . .
DEPTH OF TEST: . ./ 7,17EJ/z"e/'/351() /zif3E66J /1"TEtw
DEPTH OF TRANSMISSION: . . . . .
TYPE OF OF SOIL: . CL j
M/D NO.: . ./-f
TABLE READING:
STANDARD COUNT READINGS: _ "2- 3 IA91 2-1
DENS./MOIST. . 6 ..
TEST COUNT READINGS:
WET DENSITY: . . .
)33o
MOISTURE IN LBS.: . . . . . ..
DRY DENSITY: .
0
/3o, /Y /Z7
FIELD MOISTURE %:
So: S.Q
MAXIMUM DRY DENSITY:
l3q. 0. 13L,
/3ô
OPTIMUM MOISTURE %: . . .Zo 70
.
,o
REQUIRED COMPACTION X: .
0 0 cI ..-
%COMPACTION OBTAINED CU7 331TT) ç'} jj
UQ)
s Testi
ts
(6
n Cá
:)757 248
2956 INDUSTRY-STREETA
TECH /- NUCLEAR DENSITY FIELD FORM DATE 7.
JOB# TEST# 21 TESTff$. TEST 2— TEST[ )- TEST#. 24 TEST
PROJECT:C1LE ?ciO I1ecj '-li,'c A-1'ecLIc' 1N: P1J_.
5-7-e OO b 0 00 6 3-to
CLIENT: erpcat&i-o S
CONTRACTOR:
DEPTH OF TEST: F 3C psc FSC.'.
DEPTH OF TRANSMISSION:
4- . 4 4-
TYPE OF SOIL: . 8r.55,q t3:cA 3,S'fA Ti4.. c4-,
M/D NO.:
S
• / _______ _______
TABLE READING:,
DENS./MOIST. q ,
-' $-.-_____
STANDARD COUNT READINGS: >'ic L-'-4 -'-- --9
DENS./MOIST.
<7 TEST COUNT READINGS:>00
WET DENSITY: S S
MOISTURE IN'LBS.: 55 . S
5
S
DRY DENSITY: S
9?.?
S
.
5 /031
FIELD MOISTURE %:
S S 14-7
MAXIMUM DRY DENSITY:
D I1(.0 '
i1L• , _______
OPTIMUM MOISTURE %: S
,
. . (&,' ky)'
•
REQUIRED COMPACTION %: S , 9o.
COMPACTION OBTAINED: S 5 ±1J c!I3 J rq-
- •;-E..Untec1..btat SL Y,
- .f Z '• '-. t -c -J;. -
EA
2956 INOUSTRY-S (619)757-024 I 7i
:cu: .
. NUCLEAR DENSITY FIELD FORM DATE -
)B # 2S1 TEST TESTff2.TEST. TEST2 TEST#' TEST3f -
OJECT:c, &/O/f , .
CK .
.
:0T0
J4i.<.y
7i-.
.
0.. j ,'OO
.L I ENT :/7 2/ (A1f)?i40
IEPTH OF TEST: .
. .
. .
F
.
_____ r .
.
_____ ______
.
f5
)EI3TN OF TRANSMISSION: . .
•. .•
.
.
__
.
__
. 1.
IYPE OF SOIL: . . y—,T & .r cCi. 67rS.Czy q
/DNO.:
5id• cd
TABLE READING:
:
DENS./MOIST. .
a
Ov Svc
STANDARD COUNT READINGS:
-32J •
DENS./MOIST.
TEST COUNT READINGS: 10 _• -31 ,.
3o2-7 .,-
WET DENSITY: S • • S . 5 1 i.
12,7
MOISTURE IN LBS.: • . . S .
. .i.. .•I I S.
_____
•
-_____ _____
DRY DENSITY: . . •
• (O ,.3
..
/b~,L( /07/
FIELD MOISTURE %: • •
_____________
_
_
_
_
_
. . •
•
. S
•
/
/7
0 • .
MAXIMUM .DRV DENSITY:
60 • P1.0 • /1(.0 .1/ ______ _____
OPTIMUM MOISTURE %: .
S
•
f S /u •'
______
/ •
I
S S
fb.
..-
REQUIRED COMPACTION %: . • .•
0
. .
•• .
COMPACTION OBTAINED:'
:' •. . •- -
5 ¶
;,1Jnitèd Sth&JestinC atiric -•• • •:..
Testing EngIe - San Dig $
2956 INDUSTRY STREET a4' OCEANSIDE, CAL1FORNIA 92054 (619)757-248 .. . ..- S '• .
NUCLEAR DENSITY FIELD FORM DATE /t7,7/Ø7
-f 1 L-41V'
JOB # . . TEST / . TEST# 2. TEST# 3. TESTI L1.---TEST#.S TEST# <.
ROJECT:ctLEA ••e LCL
'LV
E E LA.Jc. e tAi"a L/+/ ,CA-r.41
&0 too(03100 '(o(t,lOo ti CLIENT:CITV .
EST Ii°F B' of I°' 2o
CONTRACTOR:
BeZ4
DEPTH OF TEST: . . -3 1/
FEc c FS G
DEPTH OF TRANSMISSION: jl 4
__________ • • ___ ___ ___ ___
TYPE OF SOIL: • iT • C L 2T CL-1c. fl cc ir
M / D NO.: • . &1-I r
TABLE READING:
.
lit
STANDARD COUNT READINGS::•, 33 a5 3-3(l 233 33i s?
DENS.iMOIST.
~47 TEST COUNT READINGS: ._ (11. -"/3l —jZc
WET DENSITY: . • . . - . .
•
. • /q3.2 .. /33.2-
- _13 ______
/VP7
MOISTURE IN LBS.: .. • • • .
_____________________
/z.7 . ..9 . flo
______
DRY DENSITY: • • •
______________________ ______
•
,30 . /32.g
FIELD MOISTURE %: • .
. ;
.
••
MAXIMUM DRY DENSITY: . . . • . . .
OPTIMUM MOISTURE • : . . •
.
• 2o
.
REQUIRED COMPACTION %:
.95 •
S • ..
% COMPACTION OBTAINED (97 qC16 0çy
United Stats
..-... Testing Engie San Dieg6 * *
2956 INDUSTRY STREET-C
OCEANSIDE CAliFORNIA 92054 (619) 757-0248
rccu. 1,-- NUCLEAR DENSITY FIELD FORM DATE/7tr
JOB .# f2-S TEST# 7 TEST# TESTS 9 TEST! / TEST! // TEST!-/
ROJECT:(OZ1( /V /tP<) CO4tF .euec OLL-F
13t.i/1) /3(frf) J3 0
_-
RRi1ST
- •i'-
jaETr
oj '3
i%6/9)
épL op-1
LIENT:i7y or CALAf)
012647
tJ L4i VJ AN
S
t'-' .
ONTRACTOR:5/L.otJP
-Sb -t-5D ,c+Oo
DEPTH OF TEST: 3 ')L 3)
4 sc FSC
DEPTH OF TRANSMISSION: 1/
TYPE OF SOIL: TL CL C'- J CL
MID NO-.: )3ASC3A5.c gpc
TABLE READING:
,___.
__,7'____•
DENS./MOIST. / f
STANDARD COUNT READINGS: j33 _—'2-33L -"T233 ,33'G 23 14
DENS ./MOIST. /O 96
TEST COUNT READINGS: 11c
WET DENSITY: S
S /37 6 /31.7 /35. Y
MOISTURE IN LBS.: -
7/ 1.-( /00 7-8
DRY DENSITY:
FIELD MOISTURE ______________•-. 6.q- c7• -. :
MAXIMUM DRY DENSITY:
/Wo • /7 /?Q
OPTIMUM MOISTURE %: 7,6. 7v 7
-
7
REQUIRED COMPACTION %:
S .
5
- 95
% COMPACTION OBTAINED Wq 474
" P'Ti
2956 INDUSTRY STREET ..
OCEANSIDE. CALIFORNIA 92054 . (619)757.0248
.•
ECFI: NUCLEAR DENSITY FIELD FORM DATE• i,Y,4
08 # TEST )3 TEST# I V TESTS '/ TEST# ./7- TEST#. /- TEST If!
ROJECT//e1e 1 7 .
S
. . i3- i".' .
,eesi-
ef £f "q f OF 9' of /7
L I ENT: e
b(IOO
1012-7167
:ONTRACTOR:
. I, f4-i'I I £ t f1 . (.) t L Al 1. 4't
)EPTH OF TEST: . 3Qi.40 .3 "/3di.) 3 "f3Z '7361A1s...l j/3t0J 7 Zt)
)EPTH OF TRANSMISSION: . T
iYPE OF SOIL: .21 . --b:-
4/0 NO.: •. 13,1-S - 64-:c4
FABLE READING:
)ENS,./MOIST. /
STANDARD COUNT READINGS: _-i33 L-1:33c
DENS./MOIST. . .i (1 u . S. .
TEST COUNT READINGS: . ,••c __.--ii -'y7
WET DENSITY: . . . S..
MOISTURE IN LBS.: 5 5 . . S
5
S DRY DENSITY:
374 13(K3
S f.y
FIELD MOISTURE %: • . .
6)-f
MAXIMUM DRY DENSITY: S S '
/?o
OPTIMUM MOISTURE %: ' . •
5
71 0 Zo - - -
REQUIRED COMPACTION %:
S
-.
S •
.-' •
v)...
_.:• 9. ,._-
) • .
. 9j—
% COMPACTION OBTAINED:
DENS./MOIST.
STANDARD COUNT READINGS:
I 51/
33&
DNS./MOIST.
TEST COUNT READINGS:
.
. 4/
1130 7-rnr
WET DENSITY: . '. . .
.
j.7
MOISTURE IN LBS.: 7.0
. .
DRY DENSITY: /3/..g /2?'.q
______
1;2 7,6 ij1
FIELD MOISTURE %:5.q
.
MAXIMUM DRY DENSITY:
S
.
I39.0
OPTIMUM MOISTURE %: . S
REQUIRED COMPACTION %:
% COMPACTION OBTAINED
1J TtJ'J 9iii
ulp
I (3cr
United States iesting Company,in.--
IRR 'Di
OCEANSIDE, CALIFORNIA 92054.' .(619). Th78
IECH I
NUCLEAR DENSITY FIELD FORM
DATE JO 2'7 P7
JOB #
: TESTS / TEST#2-. TEST# Z( TESTU— TESTU3- TEST(
PROJECT: COW'Ce /sLiLJi/tfrre Ue Code-Ctq c0 ii ~)
CLIENT.:
c/
CONTRACTOR
DEPTH OF TEST:
12
-
DEPTH OF TRANSMISSION:
TYPE OF SOIL,:
M/D NO..:
TABLE READING
-
ECH:Jt..
i*ti.I% ciicc .ie.iiIj .uIII1Jduyj sue.
TestingEngine W San Diego
2956 INDUSTRY SI OCEANSIDE. CALIFORNIA 92054 (619) 7570248
NUCLEAR DENSITY FIELD FORM DATE
rOB g TESTS TEST! TEST&3 TEST! TEST! ' TEST#,
Cl &;
ax, /3
LIEHT ur
00 3-too ( -t-7O S303)
:OuTRACroR:
•
)EPTH OF TEST:
' FSc F3ç I . PA
DEPTH OF TRANSMISSION: .
as 21
FIFE OF SOIL: . . CQ1L cc, $ cQ Tr . - ..
l/D NO.:. AC
FABLE READING:
•.
L
)ENS./MOIST.
NDARDCOUNI READINGS
)ENS./MOIST.
lEST COUNT READINGS:
ET DENSITY:
.
OISTURE IN LBS
91 IX.
)RY—DENSITY:
IELD MOISTURE : •
) •
• / / 73I
LAXIMUM DRY DENSITY:
'1O6 //O(.
PTIMUM MOISTURE %:
EQUIRED COMPACTION X: • oç
/ : - L ___._...
__-
..............-..: - r -'
...-
Testing Engineers - San Diego
2956 INDUSTRY STRE
- OCEANSIDE. CAIJFO 2054 (619) 7570248
-CH- - , NUCLEAR DENSITY FIELD FORM DATEiu/)o/c-i .4:-. .
)B I çç9 TESTI 7 TESTI 2 TEST( TESTI ) TEST: ,g TEST i
WJECTtt e1 If
CL
lJ t44
t
fo
/7
(00--f 00
15
Ce Ile le
, tt00
.
u Z4,
eIcct
(O-tO
.
- I ENT.- e4- 0c c-LS,A1,
)UTRACTOR:
:PTH 0' TEST -C
.
1
t3A 5E
-
EPTH OF TRANSMISSION:
. I
s.
(PE OF SOIL .
ID NO
%BL E READING
~ANDARD COUNT READINGS.-
NS.IMOIST.
ST COUNT READINGS: 7' L 677 - -2-zl 1 DENSITY:
.
T. 2 iq-3 4 /Y21.' f(7/j Iqo r ISTURE IN LBS.:
,Y DENSITY:
. .
.
ID MOISTURE
•
DRY DENSITY.:
-
•
IMUM MOISTURE %: •
•
~UIRED COMPACTION %
q -q q.6 I L92.o
J1g1l..tL4 I t*l1J .JIII}Jciliy,
Testing Engin - San Diego
2956 INDUSTRY. STRELPF
OCEANSIOE, CALIFORNIA 92054 (619) 757-0248
NUCLEAR DENSITY FIELD FORM DATE 'o 1-2,6 le 7
JOB I TESTI /3 TESTI TESTI ,,ç TESTI ,, I T'EST j TEST,I
PROJECT euI7 ii'i fJfr '7/d
C
e e
CLIENT C (
rw
CONTRACTOR:
fb8sA-;--j
I 1.) L ' tu --- -1i 'J L ' —
DEPTH OFTEST_
S . S
DEPTH OF TRANSMISSION
TYPE OF SOIL:
F-f---------F---------I-----------------
TABLE READING:,
STANDARD COUNT 'READINGS:
:
WET DENSITY: . S
/q
1140ISTURE IN LBS
DRY DENSITY:. S
S
FIELD MOISTURE : . .
_5.
.5
"5 ... ..
MAXIMUM DRY DENSITY: S
S.
S / S 2.0 T
PTIMUM MOISTURE %
REQUIRED COMPACTION %: J_--------- -
I _ -
DATE io/.c,
Testing Engine San Diego
2956 INDUSTRY STRW OCEANSIDE. CALIFORMA 92054 (619) 757-0248
TECH NUCLEAR DENSITY FIELD FORM
JOB I 55 I TESU ic TESTI 2-o TEST( i 1(511 2.2 TEST: .2-3 TEST '
PROJECT: U &I roes aii4e
b
e, %P
Cd/e9e
La— i
c.
t-J
/4-
<l 'N
i? /
-'
CUEHT: ,1 rkL4 ..
CONTRACTOR:
-
DEPTH OF TEST
DEPTH OF TRANSMISSION:
TYPE OF SOIL: 1 -. M/D NO.:.
TABLE READING:
DENS./MOIST.
STANDARD COUNT READINGS:
DENS./MOIST.
TEST COUNT READINGS: 7 7
WET DENSITY:
S
,'so.0 i'-ii
'.O1STURE IN LBS:
0,
)RYDESITY:
IEL0 MOISTURE :
LAXIMUM DRY DENSITY:
)••0
S
.
S -
4 -.. S S ___
IPTIMUM MOISTURE
r - ---:-
EQUIRED COMPACTION
TECH
a as a ai '-.1 • a1ja .j • - -
Testing Engin - San Diego
2956 INOUSTRY ST RE OCEANSIDE• CAUFORNtA 92054 (619) 757.0248 / (7 u•it
ç NUCLEAR DENSITY FIELD FORM DATE
I
JOB I TESTI2X TEST1.2 TEST(2) TEST ti-
I I
TEST2 TEST,
!RoJT1f
131,*d
S3+o
Co/I;1
/71Cita
If
144—
7f
/. I..
964
c" CONTRACTOR:
DEPTH OF TEST:
-
Ca (111)".e- 1
DEPTH OF TRANSMISSION:
AZI S
-
HID NO.:. S
TYPE OF SOIL:
A -
S
TABLE READING:
DENS./MOIST.
STANDARD COUNT READINGS:
DENS./MOIST.
TEST COUNT READINGS;
S
, 77
S
>'iv.
WET DENSITY:
/I.1/ (q . 45 7 1(1,73 F
"i 1 /7
5
MOISTURE IN LB S.: S
DRY DENSITY:.
________
S
•
S. __
FIELD MOISTURE %:
__ __ __
MAXIMUM DRY DENSITY: S
• . (52.
• S
______
-. _•
PTIMUM MOISTURE %: S S -
REQUIRED COMPACTION X:
• L
TECH
Testing Engin San Diego • .19S6 LNOUSTRY SIR f W.
)CEANSDE. CAUFOPJ8A 92054 (619) 757-0248
NUCLEAR DENSITY FIELD FORM
-
DATE
JOB I TESTI3( TESTI 32. TEST13 TESTI TEST I TEST rx I
n
PROJECT C))/e. i31 61
f2Eo
U)
'4O)
1-
467
664,
'2i fi),
alENI
kit /
CONTRACTOR:
*
DEPTH OF TEST
Co v r'e 1
DEPTH OF TRANSMISSION:
TYPE OF SOIL
HID NO.:.
TABLE READING
STANDARD COUNT READINGS:
1,,!
'DENS /MOIST.
'i/'
1.7'
TEST COUNT READINGS:
OENS.IMOI __
_____________
_
_
_
___
ET DENSITY:
/ '(7 y 2,3
'.OISTURE IN LBS.:
RY DENSITY:
IELO MOISTURE %
XIMUM DRY DENSITY
6
'TIMUM MOISTURE -%:
EtU1RED COMPACTION
9
DATE TECH:
. 33
Testing Engin - San Diego
2956 INDUSTRY STRE
OCEANSIOE..CAUFORNLA 92054 (69) 7570248
NUCLEAR DENSITY FIELD FORM.
J0 8 1.- TEST&27 TEST( ?S> TEST( TESTIØ is1: 4L/ TEST1.
PROJECT C4/€- 13(JL
FC lENT
______________________
Ava
7
6el je_e
°
6 1 (eAk'
Oo
ug-
C —x
I,*-
-
c2-
64
CONTRACTOR /
DEPTH OF TEST
iDE PTH OF TRANSMISSION.
TYPE OF SOIL
TABLE READING:
STANDARD COUNT READINGS
DENS.IMOIST.
TEST COUNT READINGS: 6
f
WET DENSITY:
I10 1$7 çg
MOISTURE IN LBS.:
DRY DENSITY:
FIELD MOISTURE :
MAXIMUM DRY DENSITY:
____________________ 1.L '• tS2. IcL.b ______ 'fi.
PTIMUM MOISTURE X:..
REQUIRED COMPACTION
9 r -
I & II .J L.Q • I.JII
Testing Engine*''San Diego
2956 INDUSTRY STRE
OCEM'iSlOE CALIFORNIA 92054 (619) 757-0248
NUCLEAR DENSITY FIELD FORK cru. DATE /O4,47
lOB 529 TESTV,13 TEST14' TESTIqçTESTtç'o- I `TESTIZf;7
r
TEST-6f
IROJECrj9 øt vj_t0rOJe
2-o
Q
(
/ L
11 ENT: &
:oNTRAcToR:
)EPTH OF TEST t _-
)EPTI( OF TRANSMISSION:
FYPEOF SOIL
FABLE READING
STANDARD COUNT READINGS:
-
4jr
DENS./MOIST.
TEST COUNT READINGS: L~& 6 S'3
VET DENSITY: /c/s r z1g' /7'u? /s-,,? /
'IOISTURE IN LBS.:
DRY DENSITY:
FIELD MOISTURE :
MAXIMUM DRY DENSITY:
PTIMUM_ MOISTURE
REQUIRED COMPACTION
- I
ECH: DATE.:
S .JaIs1J4Ij Si4'.•
Testing Engine -S an Diego
2956 tNDUSTRY STRE
OCEANSIDE, CA1JFORflIA 92054 (69) 757-0248
,NUCLEAR DENSITY FIELD FORM
OB# TEST TEST TEST(7 TESTI3
f/i /•
I.ST TEST5,t'
ROJECT
°° °: 55i LIENT:E •
. . •
.
,
/1 LA.O1
:ouTRAcToR:kIBI
EPTH OF TEST /30c &J-r /3cst
.
EPTH OF TRANSMISSION: . .
•-
FYPEOF SOIL
(ABLE READING:
s-T
,---------
ANDARO COUNT READINGS
)ENS./MOIST.
lEST COUNT READINGS: .
ET DENSITY: ,j• S
'AJISTURE IN LBS
)RY DENSITY: • S • • S
•
) 5,
IELD MOISTURE
5
0
• 5•5 - ___
AXIMUM DRY DENSITY
/S2- )
)PTIMUM MOISTURE %: •
QU1RED COMP ACTION
---------------
9 g , o Iq5, q 6
c-
160 *IL.L.A I JOI iy3 All
Testing Engin - San Diego
* 2956 tNOUSTRY STR
OCENSO, CALIFORNIA 92054 (619) 757-0248
TECH: NUCLEAR DENSITY FIELD FORM DATE thLl/'E-7
I
JOB I TESTI çs TEST[ S TEST( .LS7 TESTI
.
TEST 5-5 TEST
PROJECT c.%
L
/ /
L r
)7
L
c1ra
/3) ,
2.- i----
' LI-
j
CLIENT: '/ /c(
CONTRACTOR: AJX5/o.*-Jl
________________
DEPTH OF TEST:
U u - . - -
DEPTH OF TRANSMISSION: .
12S
TYPE OF SOIL:
MID NO.:,
T -
TABLE READING: S
_" >_"] -"
DENS ./MOIST.
STANDARD COUNT READINGS:
DENS./MOIST. .,.
TEST COUNT READINGS: 0 5-0 i6
.
yo
WET DENSITY:
MOISTURE, IN IN LBS.: .
DRY DENSITY:
FIELD MOISTURE
KAXIMUM DRY DENSITY:
PTIMUM MOISTURE
REQUIRED COMPACTION
I F`l I
d-
(1
III a1IIL -.
Testing Engin - San Diego
c,
L4 a 44ilJ .,lJIIJàLIy3
2956 INDUSTRY STR
OCEANSIOE• CMJFORMA 92054 (619) 757-0248
TECH: -
NUCLEAR DENSITY FIELD FORM DATE 10/2 -,:~ /9 7
JOB I TESTI 6,' TESTl 2- TESTI'3 TESTt&- TEST.-S TESTt,
PROJECT:4L Bwt
tc
oo
l'2- 'o'- t
ft
CLIENT:
CONTRACTOR: t-SS /L
DEPTH OF TEST:
DEPTH OF TRANSMISSION:
MID NO.:
TYPE OF SOIL:
TABLE READING: READING:
STANDARD COUNT READINGS:_-
"—
DENS./MOIST.
TEST COUNT READINGS:
WET DENSITY:
______________________
It!2. c iqr. / /L,Pté, / L / 't2 L
MOISTURE IN LB S.:
.
DRY DENSITY:
FIELD MOISTURE : S
MAXIMUM DRY DENSITY:
S /
PTIMUM MOISTURE %: S
REQUIRED COMPACTION %:
- .
9sy
.
S
TECH
I I - 4.. ..1 I %J I £ I • ..i a a a I I S I I -
Testing Engin - San Diego
2956 INDUSTRY STR a4/ OCEANSIDE. CAUFORNIA 92054 ;(619) 757.0248 f)7
NUCLEAR DENSITY FIELD FORM.
- DATE //) t?a/J7
JOB I 32_cc TESTI&7 TESTE-,— TESTI 49 TESTI7o TEST 7/ TESTr72
PROJECT (,/ee
tic
e-
Y2
o1
LL
Z,
ce
,
£ L-4..<
If
2O 0
As
E
,;:;
"
71c ,
tO U
.
L-.
CLIENT: S .
CONTRACTOR:
•
DEPTH OF TEST: - J
DEPTH OF TRANSMISSION: .
TYPE OF SOIL:
M/D NO.:14c..
TABLE READING
STANDARD COUNT READINGS:
DENS./MOIST.
,-
00000000,
DENS.IMOIST.
TEST COUNT READINGS:' ,"< Sl >6 7
WET DENSITY:
f/o
MOISTURE IN LBS.:
DRYDENSITY:
0 •
FIELD MOISTURE
0••
MAXIMUM DRY DENSITY: 0 0
PTIMUM MOISTURE
REQUIRED COMPACTION %: •qs-
0
i-i mucLA i iii lII •aIly, Ii.
2956 INDUSTRY STRO
fly
74V44'
TECH-.'1.k4-)AIL-n(' NUCLEAR DENSITY FIELD FORM DATE
JOB I TESTI 73 TEsT17V TEST[ TESTI ? TEST: 77 TEST:
PROJECT
1ri le
.
A
&3-too
S
£ I-..
S3 oo
IENT.3 6e& 4e-4
CONTRACTOR:
/ LaL
J4
DEPTH OF TEST
—3 • - 1
DEPTH OF TRANSMISSION
TYPE OF SOIL
M/D NO
ABL E READING
STANDARD COUNT READINGS
DENS /MOIST.
-3'.y '::5::i ,'s
" ,—.----
DENS /1O 1ST
TEST COUNT READINGS:
• ~6,f '' ,.'4r
WET DENSITY:
_______________________ / (13• ç
. S •
UISTURE IN LBS.:
DRY DENSITY:
FIELD MOISTURE :
KAXIMUM DRY DENSITY: S
-' l qj 3 /7. /
.
_____ •
PTIMUM MOISTURE %
REQUIRED COMPACTION %
Tlrw.
Unite 1St si espng1Cq
0.
mppys. nc
Testrng Ei
2956 INDUSTRY STREET-
OCEANSIDE CALIFORNIA 92054 (619) 757-0248
.,.- ,,,. NUCLEAR DENSITY FIELD FORM
JOB # £29 TESfl I TEST# 2. TESTS .3 TESTI4 TEST# £ TESTFA
PROJECT: .90/0 Lvo Bw 0,
i124 3ij,(e, :ofr(.,
-rr
(ol1/8
si
23O/27/81j CLIENT:
36ç/3l9i) '4(u/3Ie7) "'s 647/4 L Oib/7,
CONTRACTOR: 7o-f5 735 . g4-o3
LE .tS../ (
DEPTH OF TEST: 3LJ J3j 3(J
p• FC
DEPTH OF TRANSMISSION:
TYPE OF SOIL: I I jC. c_ ir. C_Q 13L CQ
M ID NO.:
TABLE READING:
STANDARDCOUNTREADINGS: 7 513 331 22 32 3 1
DENS. /MO 1ST. & P/—
TEST COUNT READINGS: . . s2.8
WET DENSITY: . . . . - ...
1. 44 c' j 4-(,Q-- /44 •
MOISTURE IN LBS.: 0 -
0
__________________ _____ .Ie4 .
_____ -_____
tO-2
DRY DENSITY: 0
7 J'12— /3L1 13
FIELD MOISTURE
____ 7.1; c 7 74•: .
MAXIMUM DRY DENSITY: 0
i*o•, /4o.
0
143.6
OPTIMUM MOISTURE %:
•0 - •
0
REQUIRED COMPACTION %:
9•0 • - -
% COMPACTION OBTAINED
:.::.:1JnitedSt .iestrng?Compa y,
':k
Testing Engineers San Diego
2956 INOUSTRY..SFREET.?. :'.... .
OCEANSIDE CALIFORNIA 92054 (619) 757-0248
JJo,c7,•_/ NUCLEAR DENSITY FIELD FORM
DATE 'Iy4/-7
JOB # TEST 7 TESU TESU TESTI .Th TEST#. 11 TEST /
PROJECT: // LQfF2 vo . C4 cII ca1/- LLT
&V17
113
./:t/?
V3 IL7 A
CLIENT:rr O
115-2
CONTRACTOR:)g t0D . q4- q,-&ob c'g-o
L4jJ LA. iIb- t LAJ
DEPTH OF TEST: !t&(4tJ 3tj 'LocJ 'J'tAJ
DEPTH OF TRANSMISSION: .
.
.
.
.. . . 4
TYPE OFSOIL: CQ1 O
M /0 NO.: . . QAS1?
TABLE READING:
DENS. /MOIST.
STANDARD COUNT READINGS: 3.3l •
DENS./MOIST. . . . /_.-•___
TEST COUNT READINGS: . . B~ ,- /442-- /47
WET DENSITY: . . • . .-•
t4 '
MOISTURE IN LBS.: . . •
DRY DENSITY:
1134/
FIELD MOISTURE %:
13 . ..• .1 • .
-?- •
74
MAXIMUM DRY DENSITY:
uk.
.
• /40. C
.
/2Ise,C /40.
OPTIMUM MOISTURE %:
• 73 73 . 7 . 79 .
7
REQUIRED COMPACTION X:
• q~'.. . 9. . •• - .
%COMPACTION OBTAINED: . •.
TrCI4•
•
....•.•.•; _
United Sta Testing'Cdmpati' Iñc
- ,- -. -
Testing Engineers San
2956 INDUSTRY STREET- -
OCEANSIDE CAUFORNIA 92054 (619) 757-0248
Vi
1p NUCLEAR DENSITY FIELD FORM
-.' ...... ..,.. ••. .•
..•.<. .......................- .. ... ......-4.-.
I DAIE.//%h7. .
JOB # -;2. TESTVI 5 TEST# 14. TEST# 1 TESTI). I TESTV. TEST
PROJECT:1/1L1D (frpgyJE 8tL
L,VI)
otL
112, I}.iD t3I-V')
iJ
L-U)
.
T7
r."') A
.
-L&/3/9') -ft/i) 0(IIf3/1)
CLIENT: Cm' op LSPJM)
/(u/q/Q7
'
92-456 thfi/e. 4t"W u)4f9
CONTRACTOR:/)
LAAIF, 141J:
DEPTH OF TEST: .
.) i-' '&1-.kd LtJ S ••
Fc 4::s;.
DEPTH OF TRANSMISSION: . . ., .
tk
. .
-
TYPE OF SOIL: .
M ID NO.: . . .
TABLE READING:
DENS./MOIST. . . .
STANDARD COUNT READINGS: 11 .e331 33(
DENS./MOIST. . S.
TEST COUNT READINGS: ,--'/ f/ig 'l4K
WET DENSITY: . . -.
MOISTURE IN LBS.:
DRY DENSITY:
FIELD MOISTURE %: -.c 71O . k3 . 7O..
MAXIMUM DRY DENSITY:
140. (,
. .
. / 4. 140.6 •
.
/ 4'o. •
OPTIMUM MOISTURE %: . . . .
5
-, S
'4
REQUIRED COMPACTION %:.
• • S
•• • . S
.
%COMPACTION OBTAINED: 55
-
t.iitj LA,ullitucillyj ii*i.
Diego Testing Engineers - San
2956 INDUSTRY STREET
OCEANSIDE. CALIFORNIA 92054 - ~19) 757-0248
[ECH 1::•; NUCLEAR DENSITY FIELD FORK DATE
JOB I 5lSi TESTI 7 TESTI S TESTU'l TESTI 1 ° TESTV'(J TEST 12—
.s /w,,ioJe 'ROJECT t2olleae- 1 fV
C,; Cvtk
RtZ
too
L-
~aD
i CLIENT Cd1 oi
CONTRACTOR:-
DEPTH OF TEST.: 'fL 3i3i-o 'ja) f1p%..-) i'DtC ii'Tt
tcs j:34 PSc sc
DEPTH OF TRANSMISSION:
PE OF SOIL CQ ?J 0-9.1 1[ C& i
4/0
[ABLE READING _____7__/'•'_
,,_l_/' ,-'"1 ,—'-''l _________
DENS./MOIST. 51
STANDARD COUNT READINGS '&3O
DENS.1MO1ST. :.116 1H —" -5 2
TEST COUNT READINGS: ",q 5ti j,/57
WET DENSITY:
13x,
MOISTURE IN LBS.:
•
-
DRY 0E1SITY: -
/70I /)-'c /32w'
FIELD MOISTURE : 70 7/,
MAXIMUM DRY DENSITY:
.1) / ¼' / q0,
PTIMUM MOISTURE %: 13 '7 3
REQUIRED COMPACTION %:
• 9•)
- -
•
-.-/__;-___, -----,
.. 77 • ¶ LL I'--7 Q2 ijitq V
tECH:
LJILIL.tU %j tocltt:z3 IeLII1J %UIIpdIIy,
Testing Engin• - San Diego
2956 INDUSTRY STREET
OCEANSOE, CALIFORNIA 92054 (629) 757.0248
NUCLEAR DENS1TYFIELD FORM • DATE
JOB I TESTI / TESTI2 TESTI 3 TESTI 4' TESTI TESTI'
PROJECT: ,,'411e 10Y 'ea Ila 5; 4:1.-
lee i-.
--€
Af tkf CLIENT: (?4 (C1-&d
OF -
0-2 to 1211 /- 10 -- CONTRACTOR:
iL &
DEPTH OF TEST (ge 3'5'3eJO —) 3(() 3' flf
IDEPTH OF TRANSMISSION:
C
TYPE OFSOIL: .
S
L2.
1/0 NO.:•.
-
.. Rs . / 3c.'
6BL E READING
)ENS./MOIST. ., 5 44.
S#'
TANDARD COUNT READINGS
)ENS./MOIST.
WEST COUNT READINGS:
,,?
,7/
ET DENSITY:
f31i / /y 2.1
OIST1JRE1N LBS.: - - - -
9-7
)RY DENSITY: -,
I17.7
IELO MOISTURE
LAXIMUM DRY DENSITY:
j q, Ro-b
PT1MUM MOISTURE %
---
_. 7.3
EQU1REDCOMPACTION
H -----------____---_
9f q ' --h
IZ
__ •
J Testing Engineers—San Diego ot,+
IS,
A Division of United States Testing Company, Inc. /Ic:1c -1\
r 1 3467 Kurtz St., P.O. Box 80985, San Diego, Ca. 92138(619)225-9641
/ J 2956 Industry Street, Oceanside, California 92054 (619) 757-0248
October 30, 1987
Job •No-. 5259 - Id4Li i
CARLSBAD COMMUNITY DEVELOPMENT NOV 021987,
2075 Las Palmas Drive '
:' '•
Carlsbad, California 92009-4859 ' MUNICPL PROJECTS
ALter,t'ioi: Pat Entczari'
Project: College Boulevard Improvements, "
subject Utility Trench Compaction
Gentlemen:
As requested by Ray Goodall' of NBS/Lowery, the following
indicate density tests performed upon utility trenches at
various depths for the referenced' project. All tests.:. were in
compliance for, relative compaction.
Date •' Test No. Station No.
'Electrical Trench . 8-4 . 174 . 62 .+ 00
175 ' 63 + 00
176 .64 ±' 40
177 64 + 50
8-17 186 71 ..+ 50
187 73 + 10
8-21 222 91 + 93
223 . 93 + 70
- 8-24 233 77 + 80
234 ' 77 + .82
235 , 86 + 90.
' • 236 91 ± 40
237 90 '+ 90
238 .' 95 - 70
240 . .76.+ 28
241 81+37
Telephone Trench . .. 8-24 ' 239 73 + 40
V ..,. V .
College Boulevard Improvements Page 2
Utility Trench Compaction V October 30, 1987
. I Job No. 5259
- Date Test No. Station No.
-Duct Bank Trench. 8-4 172 56 + 55 V V
V V 173 59 +50
V Stret.. Light .Trenoh --- 8-25 242 69. 4 .71.
V 243 .18+00
. . . . V . . .244 . 82+00.
V. . 245 83 + 25V
V.. V
• V 246 92+00
If YOU have, any questions regarding, this report, please contact V
this office. V • V
V
Sincerely,
V
' TESTING ENGINEERS-SAN DIEGO
V
.
'• V
V,
V Kirk P. Ammerman V
V
North County. Engineering. Manager V V
,
V
V
V
KPVA/kSf
ITEM TEST# ") TEST# 2 TEST# ' TEST#/o TEST# / TEST#
OJECT LOCATION Co/le('
10A +7
IENT
tni
Pi
4ewfe -'S e Jo4t'of4- 1241
TEOFTEST I>//7 i/ _(ee-L JIM 0-7
PTH OV TEST
PTH OF TRANSMISSION
'PE SOIL
EADING
TANDARD COUNT/READING
•
• •:. •
• SY BLE READING.
r/CUBIC FOOT
:ELD MOISTURE LBS. • • • •
Y DENSITY.
•
XIFiM DENSITY
• •
ECIFIED COMPACTION •
•
iMPACTION
ELD MOISTURE
S - •
TIMUM MOISTURE
S
••
CHUICIAN
. ,. . . NUCLEAR DENSITY FIELD FORM
DATE
: ITEM TEST #./ TEST# 2 TEST#. 2 TEST TEST# STEST#
OJECT LOCATION ei,d 13
___5/y( /I6Jd. / ,4.f- .IENT
CIO
i'°
' I /60LO I
Arf'
CAJ1 i( (sL& oF
TE OF TEST
________ '/ei PTH OF TEST ,tç
PTH OF TRANSMISSION tS
(PESOIL
:ADING
1 51 7 IANDARD COUNT/READING
\BL E READING
-/CUBIC FOOT.
______ _______
/32-. 13c•:
_______ _________
ELD MOISTURE LBS.
S
Y DENSITY
XIMUM DENSITY / /YJ /YJ
ECIFIED COMPACTION
MPACT ION 9ED DD Ti
ELD MOISTURE S
IMUM MOISTURE
S
:HtiICIAN
Un!tedSt .,.festinj7C GA
Testn Engiers Sari lec
2956 INOUSTRY..STREET .'. .•: :•
OCEANSiOE CAliFORNIA 92054 (619) 757-0248
TECH: //iJ4 . NUCLEAR DENSITY FIELD FORM
- -•:7;-. 3
. .. /
- ....
DATE S
.
.
JOB # . TESTI /7 TEST# ./. TEST# /7 TESTIj• TEST#.( TEST rf 2-?'
PROJECT: Ilej rbJ(. cd(eç c((g-< 'ô/(ee c)/fe1. .
6Li (31. jLi
.5. . .e- ~je ql CLIENT:' fa.iic4-1'
1.8
CONTRACTOR:,/5/L ?&ôô. 73 7-ô
5
DEPTH OF TEST: _________•
.
DEPTH OF TRANSMISSION:
LT TYPE OF SOIL.: tp CAM -Q C_ CB CJ' i2T
M/D NO.:
TABLE READING: --------"
-"_' '----------.----_
STANDARD COUNT READINGS:
DENS. 1MO 1ST. S o3 03,
TEST COUNT READINGS: 7
S 7- 3 —•fc1 , 2:4 2.-( P?
WET DENSITY . S .
. .123 .
2727
. S..
i 3
.
/Yz. IeL/2
MOISTURE IN LBS;:
DRY DENSITY: .
- . 130, 6 /2.13 /ç7 /-33.?.
FIELD MOISTURE
( .• . . . . •. •
IAXIMUM DRY DENSITY:
S
. .
/ éo.6 •
.
( . I ''
______
)PTIMUMMOISTURE%: . .. 55
-_3•73 1_7 -2- 3 -
REQUIRED COMPACTION
COMPACTION OBTAINED:wt !EJ PT
':-C--
. . -.... ..- •
Au
UnttedSa
'
Testing Engineers San Diego -
2956 INDUSTRY.STREEI
OCEANSIDE, CAUFORNIA 92054,• (619) 757-0248
CH: )( NUCLEAR DENSITY FIELD FORM
T;
DATF
IOB# S TEST23. TEST# '2-' TESTI 2.-S TESTI .2 TEST# . 2_i TEST 2-
ROJECT:C&/(ej b(kf
LIENT £21-v 61-Ck(rh,d 7-
(1((4
;oNiaAcToR:
)EPTH OF TEST:
5C
)EPTH OF TRANSMISSION:
1'
-
YPEOFSOIL: C-L1C C>(T -
l/D NO.:
.-ABLE READING:
'[_" __-,---------T
)TANDARD COUNT READINGS
)ENS.1MOIST. ,o2-
EST COUNT READINGS: >'.y71 2-1
JET DENSITY: - .
/'/_)'•. 13 "2
IOISTURE IN LBS.: :.
)RY DENSITY:
/3s2- /3/ 13
1ELD MOISTURE %: :
IAXIMUM DRY DENSITY: S -
/q '/
)PTIMUM MOISTURE 71 '79 3
SEQUIRED COMPACTION X: -
•
-
- -
COMPACTION OBTAINED VIC
-
stin nitp
Testing EngIn" San Dieg&
2956 iNOUSTRY.TREET: .
OCEANSLOE CALIFORNIA 92054 (619) 757-0248
: •. •..•.•;.. ... . • ......./
V L1-1- . . 'NUCLEARDENSIT'(FIELD FORM . . . DATE. i/i/O I57
JOB #52V .•. TEST -/ TESTI TESTh 3 TESTI.'-• TEST .. 5 TEST #•c:
PROJECT:C,/,'t '' r -
-• t2 c:a(7
. cL< C4f
197 qo - °
CLIENT d7V?fb-4
ta to-
CONTRACTOR:' -. 8"J° . .
't. . -
DEPTH OF TEST: . . . . .. . . - . . cs .
DEPTH OF TRANSMISSION: . . . . . . . .
TYPE OF SOIL: . d. c.Q- j. .
MID NO.:
TABLE READING:
. 1
DENS./MOIST . .
STANDARD COUNT READINGS: 3.31 ,,"3(L -'2(
DEN S. /MO IST. . q>-''2< .•
TEST COUNT READINGS: L-"i 7z37
WET DENSITY: •.. . -
13Y.
1 4OISTURE IN LBS.: . . . . .
7e
DRY DENSITY: .
FIELD MOISTUREMOISTURE %: -
MAXIMUM DRY DENSITY:
•
. .
______
/'r'O.& /¼'k.7 lea (O.'
OPTIMUM.MOISTURE : •
. .7 . .• .- • 7-1 Ty
REQUIRED COMPACTION %:
•
. .•• ..c •
. •
COMPACTION OBTAINED 936.
I.!
TcrW
"-ompUa And.
2956 INDUSTRY STREET -
OCEANStOE. CALIFORNIA 92054 (619) 757-0248".. .
-
4R DENSITY FIELD FORM. DATE. u)Iii:.. 1
JOB # TESTI 7 TEST# TESTU 9 TEST /, TEST#.: TEST#
PROJECT: Code,, /i.q' '0d' r.
c'
/
.
iØô/
.
%
CLIENT
CONTRACTOR:*
4y 4_0 AL
DEPTH OF TEST: FSC
DEPTH OF TRANSMISSION:
TYPE OF SOIL: uaf
M/D NO.: .
TABLE READING: . .
,------'
STANDARD COUNT READINGS:31(
DENS.IMOIST. ?.o 93
TEST COUNT READINGS: >7
,
2-1
WET DENSITY: ,.
MOISTURE IN LBS.: . . .
DRY DENSITY:
FIELD MOISTURE
MAXIMUM DRY DENSITY:
/'410,6
. . .
/0.6
OPTIMUM MOISTURE : _13 7 7 77
REQUIRED COMPACTION .
%COMPACTION OBTAINED
-____
- . ..
D
United Sta TestingCdmpatij Irfc
( esnieer sThi g1
q. . 2956lNOUSTRY.TREET•.z
OCEANSIOE CALIFORNIA 92054 (619) 757.0248
RQ22 (!i' r4à# Ii
TECH: . NUCLEAR DENSITY FIELD FORM
DATE
-.
9C ........
i//Io/
-.
JOB # . TEST: (( .
TEST# '2..-- TESTh /3
-
TEST'I 1.L(
I
TEST# . c TEST"
PROJECT:
. CLIENT:
CONTRACTOR: . .. .
DEPTH OF TEST: '4
.
DEPTH OF TRANSMISSION:
TYPE OF SOIL: 13 r. .
MID NO.: . . .
'TABLE READING:
STANDARD COUNT READINGS:
DENS.1MOIST. . . In. 1q,
TEST COUNT READINGS:
WET DENSITY: . . . .. . . . .
. •1 • -1d 9- f 1,2 Z /2f2
MOISTURE IN LBS.:
7'A 17 . /7.0 (t.y
DRY DENSITY: S
p7
FIELD MOISTURE %: /.;
MAXIMUM DRY DENSITY: S • S
OPTIMUM MOISTURE %: . S • S
REQUIRED COMPACTION X:
• .
S
•
: . S
% COMPACTION OBTAINED ..
United St_sj esting'C p omany,Inc
f Testing Engin San
2956 INDUSTRY STREET'
OCEANSIDE CALIFQRN1A 92054 (619) 757-0248 /1D1
Tcrw. j-S,..) NUCLEAR DENSITY FIELD FORM ell
- .
- - -
- .-
DATE .II/I(J27
JOB# TEST TEST fl TESTI j TESfl )TEST TEST
PROJECT: c4Ie-
•
1'
it
CLIENT:
CONTRACTOR:
.
DEPTH OF TEST: J•
DEPTH OF TRANSMISSION:
TYPE OF SOIL:
MID NO.: -
-
TABLE READING:
•
1 ,
STANDARD I NT READINGS:
DENS. 1MO 1ST.
TEST COUNT READINGS:
.O•5_-'
________
, q 3 1 2o
i'I•
(' 7---<
WET DENSITY:
MOISTURE IN LBS:.: 0
•
/ 6.. • /76
DRY DENSITY: •
lo -3,o
0
ro
FIELD MOISTURE % 0
/7t
MAXIMUM DRY DENSITY: • 0
OPTIMUM MOISTURE %:
REQUIRED COMPACTION X: - ••
X COMPACTION OBTAINED
- - --
- ,
United .St_
Testing Engin San Diego-
2956 INDUSTRY STREET- -
OCEANSIDE CAUQRNIA 92054 (619) 757-0248
": ir)eJ4va /7L)j
TECH: . NUCLEAR DENSITY.FIELD FORM
-
r.- ••. ..----............'"I..
DATE II/H)/27
JOB # TEST (L TESTI TESTS 1 ' TESTS )1 TEST 'T2.-0 TESTrz
PROJECT: S • .
It
. ...
S t Y1
..
f•f
U
(,ç -1U
(q
CLIENT
CONTRACTOR:
,5-:f5
OEPTH OF TEST:
DEPTH OF TRANSMISSION: S 1' J
TYPE OF SOIL: •-
MID NO.:
0 . .
TABLE READING:'
.•
z'ii2i
>
<
STANDARD COUNT READINGS ______
DENS. /MO 1ST. - •
TEST COUNT READINGS:
/ q 3 / . 2-op-" i 7.
WET DENSITY: . . . . S..
=
2-0.
MOISTURE IN LBS.: .
(St.00 . /7. 17
DRY DENSITY: .
______
FIELD MOISTURE %:
MAXIMUM DRY DENSITY: ..
OPTIMUM MOISTURE %: . .
0•
REQUIRED COMPACTION
% COMPACTION OBTAINED -
i•'•• .).
ft Mmte __ie I
3 2956 INDUSTRY.STREET-
an
(619) 757.0248 OCEANSIDE CAUFORNIA 9954
4S
TECH: K NUCLEAR DENSITY FIELD FORM 3o'. : DATE.
JOB #
TESTS TEST# -. TEST,' TESTS .t2 TEST # TESTS
PROJECT: It
:
fV2e.-c'
CLIENT:
CONTRACTOR:
t2-6
DEPTH OF TEST: I' /
1 •
I ____
DEPTH OF TRANSMISSION: •
:
DENS. /MOIST.
-- -- -" rrAnyIIr'C.
DENS. 1MOIST.
TEST COUNT READINGS:
WET DENSITY:
MOISTURE IN LBS.:
DRY DENSITY:
I
(O7D.
FIELD MOISTURE.%: 7..?
MAXIMUM DRY DENSITY:
OPTIMUM MOISTURE
REQUIRED COMPACTION -%:
% COMPACTION OBTAINED:
ri /O3,V ('7•I t°>-
&77
(7 • (/Z%
7 L .
101 •
.-
TYPE OF SOIL:
M/D NO.:
TABLE READING:
-
( J 2956 INDUSTRY STREET- - - OCEANSIDE CALIFORNLA 92054 (619) 757-0248
Mo
TECH: NUCLEAR DENSITY FIELD FORM
-.
DATE
JOB # TEST 26 TESTI TESTh 2t TESTI 2• TEST# 3 TEST#
PROJECT:
• :
H
1LAcL
fl4. "
I)
CLIENT:
-c-.• .• V
~J DO
I,
U CONTRACTOR:
'_
to
DEPTH OF TEST:,
•
'
• DEPTH OF TRANSMISSION:
41
U • Li •
•
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M/D NO.: •, S'--' S •. ________
TABLE READING:
•
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DENS. /MOIST. • : S
STANDARD COUNT READINGS: S
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• S
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DENS.IMOIS
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__________
MOISTURE IN LBS.:
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________________ ____
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S DRY DENSITY:
000l
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FIELD MOISTURE%:
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--------------
OPTIM1Ii4_MOISTURE %: •
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S REQUIRED COMPACTION % • ••
COMPACTION OBTAINED
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JOB # 53.c TESTS TESTV7_ TEST ' TESTff TEST; 3( TEST#
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DEPTH OF TRANSMISSION:
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TABLE READING:
STANDARD COUNT READINGS
DENS
TEST COUNT READINGS: -
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WET DENSITY: . . . .
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. . . .. /2O 210 /f
MOISTURE IN LBS.:
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DRY DENSITY:
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FIELD MOISTURE %: . . . .
MAXIMUM DRY DENSITY: . . . .
OPTIMUM MOISTURE
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% COMPACTION OBTAINED
TECH
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Testing Enginr San Oieg6-4
JJ 2956 INDUSTRY STREET -
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NUCLEAR DENSITY FIELD FORM DATE
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JOB # TESTS (1 TEST 2-- TESTh /3 TESTI .L( TIESTr'.1
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TEST#
PROJECT
CLIENT:
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DEPTH OF TEST: U . '4
DEPTH OF TRANSMISSION
TYPE OF SOIL:
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TABLE READING:
STANDARD COUNT READINGS
DEt4S./MOIST /? 2/b 0
TEST COUNT READINGS:
WET DENSITY: 1
S / , zr.
MOISTURE IN LBS.: .
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MAXIMUM DRY DENSITY:
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DEPTH OF TEST:
DEPTH OF TRANSMISSION:
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. WET DENSITY: . .
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DEPTH OF TRANSMISSION:
TYPE OF SOIL::
MID NO.: ~' .So•• -- ________ ________
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STANDARD COUNT READINGS:
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DRY DENSITY: S tie
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S
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ELD MOISTUREX: . S
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DEPTH OF TRANSMISSION: . . . . . . . . .
'TYPE OF SOIL:
M/D NO.:
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FIELD MOISTURE
MAXIMUM DRY DENSITY: .. . . .
OPTIMUM MOISTURE
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% COMPACTION OBTAINED
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NUCLEAR DENSITY FIELD FORM
DATE /f//1/87
ITEM TEST# / TEST# 2. TEST# 3 TEST#'1 TEST# ' TEST# c.
- ROJECTJLOCATION //e5e c6/('T (/-
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ITEM TEST# 7 TEST, TEST# TEST#7 TEST#/( TEST#(
ROJECT LOCATION _____cL- 14Ler
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°° 100
C/t-
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LIENT
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TANDARD COUNT/READING
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DECIFIED COMPACTION ci
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PTIMUM MOISTURE a
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NUCLEAR DENSITY FIELD FORM
ITEM TEST# ( TEST# IY TEST# ( TEST# (I. TEST# 17 TEST# ($'
ROJECT LOCATI ON C// & C LL J4( c LLç c6
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'EPTH OF TEST Fs c, -F-cc PSc
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ID MOISTURE LBS. . Y. .3.S Io.
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-xlrluM DENSITY /c.fP1 /Iø
DECIFIED COMPACTION cf
OMPACTION gq rJ VTTi 1v
JELD MOISTURE C, , c 6 s" 77 .717
?TIMUM MOISTURE 1 T 3 7.3 7
ECHNICIAN S S *
NUCLEAR DENSITY FIELD FORM
DATE 11/147
ITEM TEST# jq TESTh 2.c TEST 2-? TEST# 22- TESTI a.7 TEST# 2-'I
ROJ E CT LOCATION C Zcce cvLde ce q
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2Sr
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ro375 ôa LIENT
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EPTH OF. TEST
'EPTH OF TRANSMISSION 9. s c
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ABLE READING
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!ELD NOISTURE LBS. 0
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-Yfl'JDENSITY /i /52 /.s26
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NUCLEAR DENSITY FIELD
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ITEM TEST# .2c TEST#.. TEST# .Q7 TEST# TEST# 2? TEST#'
LIENT
ROJECT LOCATION
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L?LJO L41O
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IELD MOISTURE LBS. /
- - -
Y DENSITY
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DECIFIED COMPACTION .. - - -- -Is -
OMPACTION -ZED
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NUCLEAR DENSITY FIELD FORM
ITEM TEST# 3/ TEST# ?2— TEST# ?J TEST# 3 V IEST# TEST# ? C
PROJECT LOCATION C(e cg-1 16z /e
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4 (O
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DATE OF TEST /(/uf/f7 f(/I(f1J2 ',/'/e' z'/,/,-
DEPTH OF TEST 3c
DEPTH OF TRANSMISSION L?s /c f?S I'IS
TYPE SOIL
READING
• < - STANDARD COUNT/READING
TABLE READING
/CUBIC FOOT /'f2 7 y 7 ,9- / $
FIELD MOISTURE LBS.
• •________ ________ _______
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:31Y DENSITY-
DEN SITY - /ça
ECIFIED COMPACTION
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OMPACTION
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IPTIMUM MOISTURE • •
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•
S
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NUCLEAR DENSITY FIELD FORM
DATE ( ( rt ( g7
ITEM TEST# TEST#3 TEST# TEST# (f TEST#-t( TEST# 412,
I3Lvt9
OJECT LOCATION
ce
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W. tcue-
tio, 'froo LIENT
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ATEOFTEST
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TANDARD COUNT READING
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IELD MOISTURE LBS.
DY DENSITY
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DECIFIED COMPACTION
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PTIMUM MOISTURE
CHNICIAN r4
S 0A
NUCLEAR DENSITY FIELD FORM
DATE
_ITEM TEST# .4/3 TEST# 44' TEST# '/f TEST#q( TEST# 4/?.-TEST#'8
PROJECT LOCATION
' o
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t.J
1'360145Q
t. 7- oô 7 coo
CLIENT
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DATE OF TEST ___________ 1,e 7
DEPTH OF TEST 13 c
DEPTH OF TRANSMISSION
TYPE SOIL Ac
READING
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STANDARD COUNT/READING
TABLE READING
fl/CUBIC FOOT tt/$/
FIELD MOISTURE LBS.
:v DENSITY •
XIMUM DENSITY 2, G. 0
ECIFIED COMPACTION )/
0
___________
0 0
••
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FIELD MOISTURE
0
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TECHNICIAN
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NUCLEAR DENSITY FIELD FORM
DATE 116119 7
ITEM TEST# LC TEST# 57 TEST# 51 TEST# S2— TEST TEST#j'
ROJECT.LOCATION 0 e-
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jtk<-
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£ô//Qe
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EPTH OF TRANSMISSION 0 '
YPE SOIL 0•
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TANDARD COUNT/READING
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:11 Y DENSITY •
0'
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OMPACTION
0
•__-
7
______ ______
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IELD MOISTURE
0
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ECHNICIAN
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NUCLEAR DENSITY FIELD FORM
04(
4
DATE
ITEM TEST# ~Y TEST# TEST# TES TEST# TEST#
ROJECT.LOCATION
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)ATE OF __TESI
)EPTH OF TEST
)EPTH OF TRANSMISSION /3
YPE SOIL
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;TANDARDCOUNT/READING .310
ABLE READING
T/CUBIC FOOT 1L1'4,4, cc,'-
________ ________ ___________
IELD MOISTURE LBS.
Y DENSITY
..XIMUM DENSITY
ECIFIED COMPACTION C1')
OMPACTION 0- xq-L~7~~
IELD MOISTURE -
!TTl9.A Uf1CrIlnr-- S
EC I-IN IC IAN
I
NUCLEAR DENSITY FIELD FORM
DATE //117187
ITEM TEST# I TEST# 2- TESTh 3 TESTh y TEST# TEST#
ROJECT LOCATION '? 12Jco((e-
70 5.lofsq. LIENT
'i le
VVID "S
SATE OF TEST -
7f97 '/s '7/7 tØ/i "%/:7 /i7/
'EPTH OF TEST
-
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C' IEPTH OF TRANSMISSION
CA- • •• -r $•. i4
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YPE SOIL • • r;) 13 A-5 • e•'---
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TA1DARD
56 •
COUNT /READING 2 VT
• • c A
ABLE READING • • (151
_________ _________ ____________
/CUBIC FOOT O _______ /•.•9
ELDOISTURE LBS. 7.
DESITY /2-i. 3 •
•
DENSITY
•
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Ilk 01
•
_________
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lENT ;
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ATE OFYE0 r'1(1_ 024i
EPTh OF TEST 6 lF56
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-YIU DENSITY
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OMPACTION
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NUCLEAR DENSITY FIELD FORM
S.. S.. DATE lØ/g7
ITEM TEST# f TEST# 2 TEST# 3 TEST#. TEST# TEST#
PROJECT LOCATION Ca1/. Coj GUe
'se c3 911o6
CLIENT k ) E1
DATE OF TEST i'//27 07
DEPTH OF TEST 2
DEPTH OF TRANSMISSION ñ S '
cor e eJU Ce1&sc Cll&e cZ&se. CJL&s
TYPE SOIL
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TABLE READING
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IELD MOISTURE LBS J y 91 9z-.
DV DENSITY /373 /3 3
'-XIMUM DENSITY i10
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NUCLEAR DENSITY FIELD FORM
DATE
ITEM TEST# 7 TEST# ' TEsT#q TEST# j TEST# j TEST#,z
tOJECT.LOCATION &'//ej e/4r- 41/e
lENT 11 -fO6 7gtoo 'f*ao g'/-t'
gig ?14
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PTH OF TEST £.
:PTH OF TRANSMISSION /3s i'3s iS
(PESOIL Ac AC AC- /-
LADING
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BLE READING
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ECIFIED COMPACTION
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DATE -02
ITEM .. TEST#'/-r TEST#/9 TEST#/ TEST#/. TEST# 17- TEST#/J'
ROJECT.LOCATION
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2:Is)V(.
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)ATE OF TEST -
)EPTHOFTEST .. . __•c, _____ _____
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)EPTH OF TRANSMISSION . . . -.
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".'.X IMUM DENSIT.Y - . Z. /52.6 /5)o 1S1 46
DECIFIED COMPACTION 95'
COMPACTION LiLo- 4ri
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PTIMUM MOISTURE.
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ROJECT LOCATION
3O 74 çwo
LIENT
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1Y_"F CYtlsl _ __ ______
)ATE OF TEST '5/'/JI i/,y/ /V__ ii/i'/- _- "/,v/
EPTH OF TEST.
)EPTH OF TRANSMISSION L5 £5
YPE SOIL
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NUCLEAR DENSITY FIELD FORM
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DATE
ITEM TEST# TEST# -2-(- TEST# 1 TEST# r TEST# 2-7 TEST# 7o
ROJECT.LOCATION . .
.
C.41 .
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et-
Al
)ATEOFTEST _____.
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)EPTH OF TEST . . .
DEPTH OF TRANSMISSION . 15S j3.3 13 5 i3s 1)5
TYPE SOIL .. . . . Ac . .
STANDARD COUNT/READING.. 2/
TABLE READING
READING _____
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NUCLEAR DENSITY FIELD FORM
DATE
ITEM TEST# 3/ TEST# 32.- TEST# 33 TEST# TEST# ,Jr TEST# 3,
RO J E CT LOCATION
3-too
7 -
9
-L-
-
LIENT .
)ATE OF TT
'EPTH OF TEST
JEPTH OF TRANSMISSION ,5s AeJ
TYPE SOIL
EADING
STAN OAR 0 COUNT/READING
' -
TABLE READING
/CUBIC FOOT f /I
FIELD MOISTURE LBS.
:y DENSITY
.-YIIIUM DENSITY /ri
ECIFIED COMPACTION S
COMPACTION cr;-i 1L £J
FIELD MOISTURE
OPTIMUM MOISTURE S
TECHf4 IC IAN
DATE
ITEM TEST#37 TEST# .3y TEST# J TEST# L-IJ TEST# L// TEST#4'2..
'ROJECT LOCATION cl-t,//e //eLye
_it 9
LIENT /()V 5i'2_i
DATEOF1T 'ST "/y/S7 '/7/y?r? ',Vtr'/g7
DEPTH OF TEST
DEPTH OF TRANSMISSION Bc L?s
TYPE SOIL /1 C A A L 4 c
READING
STANDARD COUNT/READING --/
TABLE READING
n'T/CUBIC FOOT JLIS' )./; /1.13_ /3't
IELD MOISTURE LBS
:y DENSITY - .
XIMUM DENSITY : /1 3
'ECIFIED COMPACTION
OMPACT ION c-i7J ciI37 t2111 cri tI?? ii
IELD MOISTURE
)PTIMUM MOISTURE
IECHNICIAN
. NUCLEAR DENSITY FIELD FORM
DATE
ITEM TEST#4? TEST# jq TEST# TEST# ('t TEST# Lit? TEST# qt
'ROJECT LOCATION
LIENT . '1 5D -( 6 8 (1b ,t1)Th S3-40o
Ir
DATE OF TEST i qr7 ('tf/g7 7 r7
DEPTH OF TEST
DEPTH OF TRANSMISSION
TYPE SOIL
76 r READING : ; cl
t' STANDARD COUNT/READING. / _--J I 21J(I. 2J$?l
TABLE READING
T/CUBICFOOT
FIELD MOISTURE LBS.
:• DENSITY-
DENSITY
ECIFIED COMPACTION
COMPACTION flT? r17 (iccsv7
FIELD MOISTURE
OPTIMUM MOISTURE . S
TCj1Ti
NUCLEAR DENSITY FIELD FORM
DATE 1(11 q 1.67
ITEM TEST# yq TEST# 50 TEST# 51 TEST# - TEST#S TEST#t,'
cL_G Ca, cJ ____
OJECT LOCATION
Pe4a oo g
____
L jL JENT
TEOF-TEST '7! 'i "u'
:PTH OF TEST
PTH OF TRANSMISSION
(PE SOIL A—
ADING ______
_______
iANDARD COUNT/READING
sly
BLE READING
/CUBIC FOOT 1-/2 qo.. I11,1 (37_L/ /('f3? 37_(,
ELD MOISTURE LBS.
:Y DENSITY
.XIMUM DENSITY
ECIFIED COMPACTION S S
IMPACTION 37J rcrç3 r7z'
ELD MOISTURE
TIMUM MOISTURE S
CHUItIAN
•S 55
S . NUCLEAR DENSITY FIELDFORM S
///4/X.7' DATE /
ITEM TEST# TEST# 5 TEST# çì TEST#57 TEST# TEST#
ROJECT LOCATION 211-— 11- &-'(r- oUe
I S S S
_(â lo-fOo 72# /cfo
LIENT 0 .1 5 • ¶5
l{.
-
)ATE OF TT 0 /ii/e ////) 7 f'/1'/e-7 ('Lq('7 "(('u
JEPTI-I OF TEST
)EPTH OF TRANSMISSION /35 135
IY P E SOIL f c / C-
EADING
S.
eq )Y
STANDARD COUNT/READING.
TABLE READING
a/CUBIC FOOT
IELD MOISTURE LBS. S
• 5
:v DENSITY
'-YIMUM DENSITY )V9s JL( 3 7
ECIFIED COMPACTION
COMPACTION
FIELD MOISTURE
DPTIMUM MOISTURE
rECuIC IAN (&—' S •
5•
/1
NUCLEAR DENSITY FIELD FORM
• • DATE..
ITEM_I TEST#• , TEST# _G'L TEST# _ TEST# __'. TEST#__ TEST#
OJECTLOCATION : ((( •U
_ IENT
(c
bFi—
C4
\TE OFEST • •.. i(. •(((
,
7 '/-/ /'
PTH OF TEST
:PTH OF TRANSMISSION
(PE SOIL A -
AD IN G 70
ANDARD COUNT/READING 'afl -'q(
¼BLE READING
'/CUBIC 'FOOT
• /.r jq • •/t,
______ ________
ELD MOISTURE LBS.
•. •
DENSITY
J q5
•
XIMUM DENSITY ,• •Hcl •3
IECIF!ED COMPACTION . 757 •
MPACTION L- —cr
•
ELD MOISTURE
TJMUM MOISTURE •
CHN1CIAN
DATE -
ITEM TEST#67 TEST#(=,F TEST# 6 1 TEST# '7k' TEST# 7' TEST#7t_
OJECT LOCATION
JENT
(2 Lf
Q_
qc o
e&1A:
'' 7-i-co
(juicy c-eat.
..
ATE OFST 11//'/e i i/iiYci ////y (F7
EPTU OF TEST
'-
EPTH OF TRANSMISSION
Y P E SOIL 4-t Ac-c-
EADING
TANDARD COUNT/READING. . S
ABLE READING
TT/CUBIC FOOT / o /i'O / , I3'2.-
IELD MOISTURE LBS. S
Y DENSITY . . . . .
-YI4M DENSITY t 4-xi
EC1FIED COMPACTION
OMPACT ION
IELD MOISTURE
PTIMUM MOISTURE
ECHUIC IAN El
.,•. , ; ; 'tA
-
64
, NUCLEAR DENSITY FIELD FORM
:-
L ç I ITEM TEST# 23 TEST#9f-; TEST#7ç: TEST#? ' I TEST#17 :\ 7f ROJ Fo CAT Io IT:? ç-oa ot'-o ffloo IENT
j€
ATE OF TEST ' /I / PTH OF TEST
UEPTH OF TRANSMISSION
ry F SOIL
ITC A
ADING
;TANDARD COUNT/READING.
BL E READ I NG . -
T/CUBIFOoT (il. V2-
HELD MOISTURE LBS. . . .
Y DENSITY-.- .
. . ..
.
XIMUM DENSITY
/ '-CIF lED COMPACTION .
-
.
.
Ict
)MPACTION ETK3 J
ELD MOISTURE
TJMUMMOISTUE
CHUICIAN...((C'. i .: ...
_-----..
:
NUCLEAR DENSITY FIELD FORM -
ITEM •. -TESTh i..: . TEST, ,. TESUJ TEST TET# . TEST. C
ROJECT LOCATION .. 4'" C1[e_' . &k 1 .CUq7t. .
k) /
LIENT . . i#//7/ . .... . . .,c o . • S'4 L-4kç .4e. •c7 Va,1- . ..
(•
)ATE OFES
:EPTH OF TEST Pc.c.FS L .
.
)EPTH OF TRANSMISSION . . .. . ..,
- . .
il . . - I .•
Ce
ce YPE SOIL . .13- (-
o q
LADING
TANDARD COUNT/READING
. -1
-
2-1
ABLE READING
-71 /CU FOOT.
HELD MOISTURE LBS 0
Y OE:SITY . .
.
/3l / 3 . ../3.V 3 01>. J5
xi:: - DENSITY
., . IYQ 6 Ho
:DrCJFTED COMPACTION
:oMPAcTIoN
,..
. .
:JELD MOISTURE -
.
I-PTIMUM MOISTURE
CHUICJAN
ITEM TESTh 7 TEST# 8 TEST# TEST /o TEST# /1 TESTh 2..,
OJECT LOCATION
IsD
S
-A .1
CST-
.IET -
-'
ATE OF 11EST
EPTh OF TEST
EPTH OF TRANSMISSION
P E SOIL
EADING
TANDARD COUNT/READING 3(7 23(7
ABLE READING
/CUB'C FOOT /q5o
:LD 11015TURE LBS
: SITY
DENSITY /Y2 G I /2 ' cz
'ECLFIED COMPACTION
OMPACTION cT)
TELO MOISTURE
PTIMUM MOISTURE
:HUJCIAN Nil
--
S
*CLEAR FIELD FORM DENSITY
DATE
ITEM TESTh TESTh fl-k TESTh TEST-70 TEST TEST#
OJECT LOCATION
ce
CUy-ç -.
€
.IET
0 0•
TEOFTEST _-0 0
t(((S )!_1(
EPTh OF TEST 9c
EPTH OF TRANSMISSION
•
0
YPE SOIL
EADING
TAN DARD COUNT/READING 173
ABLE READING
T/CUS'C FOOT
ELD MOISTURE LBS
0
Y DESITY 0 0
-YflU DENSITY
ECJF1 ED COMPACTION
OMPACTION
ELD MOISTURE
2TIMUM MOISTURE
HUICIAN
'---
aj -St t s Testing Inc.
Testing,Epgine an Diego •
2956 INDUSTRYSTREET r -
OCEANSIDE CALIFORNIA 92054 (619)757-0248 /
Trru. 11_' i NUCLEAR-DENSITY FIELD FORM DATF..
JOB# TEST / TEST# 'L. TEST# '3 TESTI TEST TEST' (
PROJECT £i'z ,9'~Z 72-/a 1$#oo 7go
(ri,Q jL/
W ale ./2
'°i
DEPTH OF TEST I
DEPTH OF TRANSMISSION 4
- e s
TYPE OF SOIL, : -. -,
1/D NO ,
e.
/1 A_-
TABIF RFADING:'
- - 7q ( (( 7
DENS./MOIST. 601
STANDARD COUNT READINGS______
____________
TEcT COUNT READINGS__________
____________
T DENSITY
--/6 17_3
I'J T STURE IN LBS
Y' JE1S IT?
FIELD MOISTURE %:
MAXIMUM DRY DENSITY: - -
--•-•-
- -
i•1"-
'
-
-.
I
OPTIMUM MOISTURE %:. - - =
-
-• - - -
REQUIRED COMPACTION % C-ij q 9j-
I
I %COMPACT!ON 0 BTAI NED 7
~~ -. - -
United Stat Testing Company, Inc., /
Testing Enginee - San Diego Co .
2956 INDUSTRY STREET -
OCEANSIDE, CALIFORNIA 92054 (619) 75710248
NUCLEAR DENSITY FIELD FORM DATE
JOB # z _5 9 — TESTP TESTf g TEST q TESTS /9 TEST 1/ TESTj
PROJECT
65Y 5 ç
Co Iv ç'Ec cr £ CLIENT:
CONTRACTO '
DEPTH OF TEST I
DEPTH OF TRANSMISSION
TYPE OF SOIL
M/D NO - t\C AC
TABLE F A DING —
STANDARD COUNT READINGS
DENS./MOIST.
TEcT COUNT READINGS V c' ,—s7
WET DENSITY:
1 STURE IN LBS
) JESITY
IELD MOISTURE %
MAXIMUM DRY DENSITY:
___• /• -/.y. 3 /,1 _•
OPTIMUM MOISTURE %
REQUIRED COMPACTION % (jç Ll
% COMPACTION OBTAINED (LiP -7- 9
TFCH
United-St á sTesting Company, Inc.
Testing Engine San Diego
2956 INDUSTRY STREET
OCEANSIDE, CALIFORNIA 92054 (619) 757-0248
NUCLEAR DENSITY FIELD FORM *UATE'.
JOB # ç9 TESTS TESTf /y TEST i's- TESfl / TEST , TEST j-
PROJECT £/-f-OO 7to
/0 CLIENT: S
a.
CONTRACTOR
DEPTH OF TEST
DEPTH OF, TRANSMISSION: S
TYPE OF SOIL: I
M1DNO.:
TABLE RFADING
STANDARD COUNT READINGS
DENS ./MOIST.
TEST COUNT READINGS: S 69 7
WET DENSITY: S S
0 / I /7. 3• 3 ________
-YJTSTURE IN LBS
DY DENSITY:
S
1LD MOISTURE %
MJIMUM DRY DENSITY
S S
______
/-1• i1i
OPTIMUM MOISTURE
REQUIRED COMPACTION % q cc
% COMPACTION OBTAINED (737
United State 'Testing Company, Inc.
Testing Enginee San Diego.
2956 INDUSTRY STREET
OCEANSIDE, CALIFORNIA 92054 (619)757-0248
171
FCH ",4491flA,(C 'NUCLEAR DENSITY -FIELD FORM
..
DATE
OB# TESTf /4 TESTc TEST TEST# ? TEST 3 TEST
ROJECT
49 ,90 -k C/3 3roe
.,lb LIENT: ' ' ' '
ONTRACTO1Q ()
'EPTH OF TEST I
IEPTH OF TRANSMISSION
YPE OF SOIL
l/D NO /tC ArC Ac-
-
ABLE READING: .<1'
ITANDARD COUNT READINGS
IENS. /MO J.ST.
WEST COUNT READINGS:, , ST
ET DENSITY:
(. f3) 1112,0
O!SURE IN LBS.:
Y DENSITY:
IELD 1OISTURE %
PJIMUM DRY DENSITY I
PPTIMUM MOISTURE %:
EQUIRED COMPACTION' %:
COMPACTION OBTAINED
United Sta Testing Company, Inc.
Testing W-.S-a'nDie6O-
2956
Engin
INDUSTRY STREET
OCEANSIDE. CALIFORNIA '92054 (619) 757-0248
, P.
TFCH• I NUCLEAR DENSITY FIELD FORM DATE / i •(i.
_JOB # TEST TEST# TEST. TESTS TEST#. TEST
PROJECT: .1
c7tQ- L-' C(/5-WO q-71c0 7
li c1 CLIENT
& I-W
CONTRACTOR:
DEPTH OF TEST: J
••• •• 1 9
___
• : .S.
_______
DEPTH OF TRANSMISSION: S . -.
TYPE OF SOIL: • • S •
M / D NO.: :A C. • C. • .
TABLE READING: S ••
STANDARD COUNT READINGS_______________
DENS. /MOI T
__ COUNT READ INGS:
WEt DENSITY:
q$.C7 142-
MOISTURE INLBS.:. •
S
JY DENSITY: •
S .
- •
I E L D MOISTURE %
MA XT DRY DENSITY: •
S •• •. . S
•
______ ______ ______ S
OPTIMUM MOISTURE %: •
••
.5 .
:
9s S / • •
•
S S5
-
REQUIRED COMPACTION %:
IX COMPACTION- OBTAINED: S -
United States Testing Company, Inc.
29S6 INDLISTRY-3KET
\..,/ OCEANSIDE CALIFORNIA 92054 (59) 757.0248
TECH ç j j NUCLEAR DENSITY FIELD FORM flATF
JOB# '- TESTI / TESTI z TESTI 3 TESTI It TEST: .c' TEST:
PROJECT
.. ,,
CLIENT:
\
.
'-
Ne CONTRACTOR
.'. '. •3 . '-. ,' \ ,
...- - - .-..- 3
DEPTH OF TEST: I
F. 5 f.F FS.
DEPTH OF TRANSMISSION: •. .
:13s-.
TYPE OF SOIL:
M/D ..NO..
TABLEREADING:
STANDARD COUNT READINGS_____,
DENS ./MOIST.
. 6",7'] 7O7 '
TEST COUNT READINGS:
WET DENSITY
13L
MOISTURE IN LBS.: ..
DRY DENSITY:
FIELD MOISTURE %
MAXIMUM DRY DENSITY
1Y73
c$TIMUM MOISTURE % I
REQUIRED COMPACTION %': . .. .. . . .
%.OMPACT IONOBTAINED
ITEM TEST# 7 TEST# TEST# TEST# TEST# TEST#
'ROJECT LOCATION
o//eeñht t.L
C1s 4' 0/
LIENT
p J.
)ATEOFTEST
)EPTH OF TEST
)EPTH OF TRANSMISSION
YPE SOIL :14 c
EAD 1MG
S TANDARD COUNT/READING
ABLE READING
'.7/CUBIC FOOT
IELD MOISTURE LBS. '13 g.2
11 Y D LEN SIT.Y S
S S S
.X1MUM DENSITY S
S
S
'ECIFIED COMPACTION
DMPACTION
[ELD MOISTURE
S S
'TIMUM MOISTURE
S
ECHUICIAN
7
.
United Sts Testing Company, Inc.S
Testing Engineers - San Diego
2956 INDUSTRY STREET
OCEANSIDE, CALIFORNIA 92054 •• (619) 757-0248
-
TECH: L4n2r NUCLEAR DENSITY FIELD FORM (7-2ç-7
JOB # 5153 TEST TEST# 4- TESTI t5 TEST#I TEST#1
-
TEST#1
PROJECT: V
ETT -ETST R1T
C.oLLE,L/D.
ctcv ytco 'r6 f S 1pji-Go
_.
e*-oo
CLIENT:
V.:
CONTRACTOR:
DEPTH OF TEST:
I 4. f 4 1 4 V 4' 4jI
DEPTH OF TRANSMISSION: V V V V
TYPE OF SOIL- V
M/D NO.: V StLr-
V
TABLE READING: >>
DENS./MOIST. V 54 -' 54_-_
<zzo lo
St STANDARD COUNT READINGS: to '2z.Ib
DENS.!MOIST..
V Z7- TEST COUNT READINGS: >-zcl - 23Z7 ,-Z747 j
WET DENSITY: V V V V V
V
122.0 VU337 2-5. ti;5
MOISTURE IN LBS.: V
V
DRY DENSITY: V V (O4 (P. 167.3 77 \00.7
FIELD MOISTURE %
MAXIMUM DRY DENSITY: •- V V
V
V V
HV12. L7.2.. U-Th2. 07.2_ tri.
OPTIMUM MOISTURE %:
41 J_k I 14 1
REQUIRED COMPACTION %: V
V90 C> O
% COMPACTION OBTAINED: J J j j V
United StaSs Testing Company, Inc.S
Testing Engineers - San Diego
2956 INDUSTRY STREET .
OCEANSIDE, CALIFORNIA 92054 (619) 757-0248
TECH Lt;t NUCLEAR DENSITY FIELD FORM DATE t2--3-7
JOB #.: TEST" TEST#cl TEST TESTI4- TESTV".05 TEST#''
()LLE4E ot-E (.cLLE6 Ccue PROJECT: D. BwJ
-c2LLE(-E ..
2..1o5 9+5o
. .
,0-o -laf
CLIENT: . .
CONTRACTOR:
0
DEPTH OF TEST:
41% 41, 411
DEPTH OF TRANSMISSION: . .
TYPE OF SOIL: . .
M/D NO.: 5As'1 . S
TABLE READING:
STANDARD COUNT READINGS:kip
DENS /MOIST S4&-'le48
,-"22.&b 7.210 ~7'ZZI Cl
DENS.11OIST.
0•
1,Z Z(3' ZZt'' 18t >. zo-'< z08>
__TEST:COUNTREADINGS: _0• ,33( 3Q
••.
0 WET DENSITY: ..
0
0
0 (I4 Zo.o t2-3. E5 U7.4.
MOISTURE :IN LBS..: 0
((-2. C) (
DRY DENSITY
107-7 .
FIELD MOISTURE %
0
. . l(.4- (8.9 '3-5 t4.7 2.0-3 (9Z-
MAXIMUM DRY DENSITY: 0 0 0
((72- In z t t-7-
OPTIMUM MOISTURE % 0
14.1 141 14 (4_1
REQUIRED COMPACTION %
_
-.
.. CYO 0 ~0 O)C> 90 O.
% COMPACTION OBTAINED 1/')
.O
United Stas Testing Company, Inc.
Testing Engineers - San Diego
2956 INDUSTRY STREET
OCEANSIDE, CALIFORNIA 92054 (619) 757-0248
e
1' if'. r NUCLEAR DENSITY FIELD FORM
JOB # '5..5S' TEST#O7 TESThO8 TESTIO TEST# o TEST# L TEST#I1
OUG C..cLLEC c.oz.E4e ou_et.
PROJECT L.vO ,uIO
__E '76+50 10t00 MOO 5t00
CLIENT
'-rr'( oP cA2-SBAO
CONTRACTOR
DEPTH OF TEST: -
DEPTH OF TRANSMISSION
TYPE OF SOIL - OL\VE
MID NO
TABLE READING
DENS./MOIST... -"
STANDARD COUNT READINGS: '22O ">2.O I ZID
DENS.J?IOIST. z-'< B,v'<. sz-< ti
TEST COUNT READINGS ,-44oI '(l3 ,.-4Ji,97 ,—'3Zz4 -N 12.
WET DENSITY
2'-5 32.4 U8-3 i2J'.I .UC-
MOISTURE IN LBS
DRY DENSITY: --
______________________ S IcS 7 ,o3. 9
FIELD MOISTURE %
•• • (G,.(p (49 '- •
MAXIMUM DRY DENSITY
II.z. • 17.2. Ifla
OPTIMUM MOISTURE %: • • • • S - S • • •
.•
S ______________ _____________ '•' I
i4t
.-
(4l
REQUIRED COMPACTION %': • S S S •
S • ______ ______ ______
% COMPACTION OBTAINED rQ3
DATE
- O United S•es Testing Company, In
Testing Engineers - San Diego
'2956 INDUSTRY STREET :
OCEANSIDE, CALIFORNIA 92054 (619) 757-0248
TFCH: NUCLEAR DENSITY FIELD FORM DATE I2-k7
JOB # 5iS9 TEST# TEST 20 TEST# 2.t TEST! 22... TEST! 2?, TEST-r!24
CbLLIFfie COLLC tC-
PROJECT 2. 1
'LLE( VD. 2.kOS q1-t-t f-Oc3 85 '3t75
CLIENT
CONTRACTOR
DEPTH OF TEST:
DEPTH OF TRANSMISSION:
TYPE OF SOIL
:M/DNO.: :: ______ 'S. • '•
TABLE READING
DENS /MOIST 7- (7' 97 -
'STANDARD COUNT READINGS:
DENS.ItIOIST. 7k74r7,-<
---,TEST COUNT READINGS- 1,70 ,—rIcc
WET DENSITY: ." .
131t
MOISTURE IN LBS.:
t2..1
DR DENSITY: '
FIELD MOISTURE %
1c7
MAXIMUM DRY DENSITY: .
- 1112- Lri-2..
OPTIMUM MOISTURE %:
14
.
1 14.1
: •.
I4.1
.
1 4.1
REQUIRED COMPACTION %: . .
010 0 90
% COMPACTION OBTAINED: 7,irjj1_ c
United ates Testing Company, i.
Testing Engineers - San Diego
2956 INDUSTRY STREET
OCEANSIDE, CALIFORNIA 92054 (619) 757-0248
TECH V\ NUCLEAR DENSITY FIELD FORM : DATE
JOB # .S2.-S9 TESTS / TEST# L TESTS 3 TEST# 4 TEST# 6. TEsr,
PROJECT COLLG 1i,vL /l1ao,'r' MOD /.4/v fr/DIfi-y1 1lCO/A-vV fr1c0,iq-4 I4E0l4i1
CLIENT:
05:7 CpU A- ' . F -
CONTRACTOR:
oflofJ '
DEPTH OF TEST: . -
FS c, EGG. F FS REC
DEPTH OF TRANSMISSION: II
2— K2--
.4
TYPE OF SOIL: Tprt J lP-'4J - GAWN r .-' -t-- &-"--
M/D NO.:' . sS.c
TABLE READING: • .
/>-;2/0 -(>-
DENS./MOIST. •. S9,-' 56 S7 >' >" sv
STANDARD COUNT READINGS:
•
_--' _----' TEST COUNT READINGS- >_-'T " >.'T >,._---
WET DENSITY: • . •
1/7.7 //9J /17
MOISTURE IN LBS.: .. • ,
.. • .:. _____.
• y:
_____
DRY DENSITY: ,
_____
•
_____
•
• CjJP~ ?;••• 97,3.
FIELD MOISTURE %: '
5'
.
•
.
•
•
S
.c. /9,/ • / ' 2-0. 7.-a. 3
MAXIMUM DRY DENSITY: : , .
0 •
. . 0• // //
0 • . • 0
•
0
/7<Q
OPTIMUM MOISTURE %:
NO
•
.
0 • •.
: • ______
REQUIRED COMPACTION %:
0 1 •
, •
% COMPACTION OBTAINED: ro &7 S(2- yc ,2.
Company, United sates Testing
Testing Engineers - San Diego
5 2956 INDUSTRY STREET
OCEANSIDE, CALIFORNIA 92054 (619) 757-0248 0
TECH Iá7J7- WtA tz.-nkiC NUCLEAR DENSITY FIELD FORM DATE
JOB # S)-S1 TEST#r TEST# TEST# ? TEST# /ci TEST# It TEST /z.
PROJECT: Co LJ f)iA1t) f'lEO/A-J /1EO /4i /'1(oT,w /4ED/I1 /1O1A1u
j r') Ye 7 'S
Ic CLIENT:
o p ib
ff7 c'Jf.
0
Al epo
0
CONTRACTOR:
J.. R.
DEPTH OF TEST: 0 .,
-DEPTH' _OFTRANSMISSION: 0
0
0 -
TYPE OF SOIL: -
0 l3eo,-JJ c,I%3,w45,/ L7 ,ÔJ.'I L &-4Lk'i.T6iL
M / D NO.: 0 S,1Y Qy SAJ0Y C-LAy 3,'I'J'>/ Q',ty
TABLE READING
DENS./MOIST.
_STANDARD COUNT READINGS:
DENS .IMOIST. b-< 7—
TEST COUNT READINGS: •0
Ot -'j/' ,32-7 ,'-23?o 7O7
WET DENSITY: '0 0 0
0 0 0 -
_00
0
// 7 /7, V /: //o.
MOISTURE IN LBS.: 0
-
DRY DENSITY:
FIELD MOISTURE %: 0 0 0 0 0
• • 0 • •
3 0. 2-$ •9 (7• 0
MAXIMUM DRY DENSITY:
0 •, 1,3.1 /13.1
.//7 07 41
OPTIMUM MOISTURE %:
0 •
-
— 0 • /5,0 -. /L 0 •/ç
_______ ______
REQUIRED COMPACTION %: -,
0 •
0
•
.
% COMPACTION OBTAINED: . 11• pv, 79
United Sta s Testing Company, Inc.
( Testing Engine.. -'San Diego
O % 2956 INDUSTRY STREET
OCEANSIDE, CALIFORNIA 92054 (619) 757-0248
TECH. lZi 164M S. - •"
' '
NUCLEAR DENSITY FIELD FORM ' DATE. •/r
LJOB# TEST# f2 TEST# /( TEST 7j TEST# TEST# TEST#
PROJECT 'fl
'ZLCE &/?oUE
CLIENT c1ri O
S ' -. -•
CONTRACTOR
DEPTH.-OF TEST .FS 's '
_DEPTH_OF_ TRANSMISSION '• l' - •
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TYPE OF'SQiL-MD# _• Y _Cfr--1 ..'i\-'-CL-
TABLE_READING
DENS./MOIST., 5-71
S
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_STANDARD COUNT READINGS -'2'-- -'23.-2-
' DENS.-/MOIST.'-
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• 'COUNTREADING ' !'• 36 6
_WET DENSITY ___S 0 ,i c•7
_______ S
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MOISTURE_IN_LBS _•_•S -• S • S ,•
flRV_DFNSTTY 0 -
_FIELD MOISTIJRE%S • _• : - '• ' S •'' --
_MAXIMUM_DRY _DENSITY_•'S //
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OPTIMUM MOISTURE % S • 'o
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United Sts Testing Company, inc.
Testing Engineers - San Diego
/ 2956 INDUSTRY STREET -
OCEANSIDE. CALIFORNIA 92054 (619) 757-0248
TECH: 7' - ç; NUCLEAR DENSITY FIELD FORM 'DATE 9 /'? 7
_JOB # _______- TEST# 7 TEST#Z TESTS TESTS TEST# TEST#
PROJECT:
• 4 .
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"-..P''
'% k
N -
''
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CLIENT I
CONTRACTOR: '
N
DEPTH OF TEST:
DEPTH OF TRANSMISSION:
/0 /0 /0 '
TYPE OF SOIL:
MID NO.:
TABLE READING:
DENS./MOIST.
STANDARD COUNT READINGS:
DENS.IMOIST. ' . • 'o3
' TEST COUNT READINGS:
. >'•Y'
WET DENSITY:
)33. 7. J3, 7 ,''. .7
MOISTURE IN'LBS.:
DRY DENSITY:
/11.3
(7•
- '
FIELD MOISTURE %: •
•
/
' '
7 7 .(i ,'() 7.
• _________
MAXIMUM DRY DENSITY:
' /O.
OPTIMUM MOISTURE '%: ' V'. -~
* 7,3 __' 73- 73'
REQUIRED COMPACTION %: Q cf-.
-_
•
% COMPACTION OBTAINED: G//
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United S&tes Testing Company, Ir.
Testing Engineers - San Diego
2956 INDUSTRY STREET
OCEANSIDE, CALIFORNIA 92054 (619) 757-0248
NUCLEAR DENSITY FIELD FORM DATE 12—c.--k7
JOB # TEST# I, TEST# 2 0 TEST# 21 TESTI 2Z. TEST# 2_ TEST,-u 24
LL LLC- PROJECT '2. Q,..%gD
-LEE. VO. 2*O. qi-t- -Oc 85t'25 3f'75
CLIENT
(-try cc (LL s,At
0
CONTRACTOR:
IDEPTH OF TEST
DEPTH OF TRANSMISSION: . .
TYPE OF SOIL
MID NO
-
TABLE READING
DENOI5T. .: 5t7 - 7-'' i'T
STANDARD COUNT READINGS:
DENS.1MOIST. ,.• lc (67 %,7-<
_TEST COUNT READINGS ,-i-i ,—''L1O7 —"U37
WET DENSITY: 0 .
MOISTURE IN LBS.:
t21
DRY DENSITY
FIELD MOISTURE % (UQ Z17
MAXIMUM DRY DENSITY: . 0 .
0 . . 0 0
I12 UZ.. Lri-z irz
OPTIMUM MOISTURE %: 0
'' I
0
14 4. I ••..
REQUIRED COMPACTION %: 0
%COMPACTION OBTAINED: J 7'tj
United S Testing Company, Inc*,
Testing Engineers -, San Diego
2956 INDUSTRY STREET
OCEANSIDE CALIFORNIA 92054 (619) 757-0248
-
TECH 1. F4tLf NUCLEAR DENSITY FIELD FORM DATE t2-rG7
JOB # 52-53 TEST3 TEST#14- TEST t5 TEST#l(f2 TESTfl1 TESTfl
PROJECT (LE TST
C.oLLEEL-'ID
CLIENT_
'-4q.tBAo G(af 96+00 1tGo e6i-oo 8 °
rnMTonl-TnD.
DEPTH OF TEST
6P 411 41( 4t j_4" 4.1/
DEPTH OF TRANSMISSION
TYPE OF SOIL:
MID NO.: 4AWOY Stur.
TABLE READING:
______
1
DENS./MOIST. 549 54 S. 54%
STANDARD COUNT READINGS 2.2-k 0 -L2-1 o
ZCA
"'
211 Z07 TEST .COUNT READINGS:- t 2- -"27
~2-33
_ ,v Z7747 ~3
WET DENSITY:
zz a 37
MOISTURE IN LBS
Z s \ _7
DRY DENSITY
o8
FIELD MOISTURE %
MAXIMUM DRY DENSITY:Hi ul 2
OPTIMUM MOISTURE %
4
(_-
REQUIRED COMPACTION %
%COMPACTIONOBTAINED:
United Stes Testing Company, Inc*
Testing Engineers - San Diego
O
2956 INDUSTRY STREET
OCEANSIDE, CALIFORNIA 92054 (619) 757-0248
-
-
TECH: NUCLEAR DENSITY FIELD FORM DATE t2--7
JOB # 25.9 TEST#CI TESThOZ TESTf(>2 TEST#c4 TEST#Ø5 TEST# O(a
-OLLE4E -oU-e '-c1LE6cc:,l-Le 14 e PROJECT: BUIP.
-01L EC, E -J 0. Th- 12..j-o5 9+5o ok-O Mk-5 -io
CLIENT:
-LT'(OAL,AO
CONTRACTOR: -
DEPTH OF TEST:
411
DEPTH OF TRANSMISSION:
TYPE OF SOIL:
• c.L-A'j-' MID NO.
TABLE READING
DENS./MOIST. •Y S4S" 4e-
STANDARD COUNT READINGS: "2O 240 -22I0
DENS.-1MOIST. zzi,— 8 -' •
TESTCOUNT READINGS: • V333( >-483
•
WET DENSITY: : • • • • •
• U4. t V7 4-
______ ______ ______
t1.9
MOISTURE IN LBS.: • •
_____________________ •
DRY DENSITY
• to7 107-?
FIELD MOISTURE %
•• • -•• •••. U.4- -S
MAXIMUM DRY DENSITY: • • • ••.: • 1(12. 1112. V1.Z I1.2 H1.2. IaZ
OPTIMUM MOISTURE %
'4 .-
REQUIRED COMPACTION %
% COMPACTION OBTAINED çt
United St•s Testing Company, Inc.*'
(? Testing Engineers - San Diego
2956 INDUSTRY STREET
OCEANSIDE, CALIFORNIA 92054 (619) 757-0248
TECH:*L4..-r
NUCLEAR DENSITY FIELD FORM DATE t2.-,-2.7
JOB # 52.9 TEST TEST#0 TESThC.) TEST# \O TEST# Vt TEST# (2-
PROJECT: W-Ni D. eLVO Io
_oLLAE 16150 io-i-oo -t'i figk1go 5,toO
CLIENT: 59+0 C.
tUtY OF- A2.LSBAD
CONTRACTOR:
DEPTH OF TEST:
4" 4" .411 4M
DEPTH OF TRANSMISSION
TYPE OF SOIL: CLA -y _______
MID NO.: ..
TABLE READING:
DENS. /MOIST.
STANDARD COUNT READINGS: ZZI 0 i2-o 72 10 'ZZIO
DENS.JMOIST..
TEST COUNT READINGS: _97
WET DENSITY:
MOISTURE IN LBS.: . S
fl-i ut -a .
'C..4 .. 146 c6
DRY DENSITY: . S
S S ot.S •p.7 .c3.9
-
FIELD MOISTURE .%: S S
S
•• S IC'.3 ( Co. C •(A9 •t2--3
MAXIMUM DRY DENSITY: S
a2- lrl.2.
OPTIMUM MOISTURE %: • . S S
14.1 (4.1
REQUIRED COMPACTION %': S S • S
0j o S 40 0)0
'
% COMPACTION OBTAINED:
S _5.P
NUCLEAR .DENSITY FIELD FORM
f ,.
DATE
ITEM TEST# / TEST# .2- TEST# 2 TEST# '5" TEST# S TEST#
OJECT LOCATION Co//e £?o/j' Al/crc. Cj4"cf&
__i( /Li1c1J /
/oI:O
b41
lENT
' c/'eçc
TE OF TEST
-
1 (Zi',(, i./, I2t'/e iz7t/e PTH OF TEST
PTH OF TRANSMISSION i3 tS
(PESOIL Ac
ADING ko. - • >— 511 -- 5 -' 1AN COUNT/READING L—'/y' yy
BL E READING
7CUBIC FOOT
ELD MOISTURE LBS.
•
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V DENSITY
xlriut•i DENSITY /s
ECIFIED COMPACTION 9c
MPACTION 1) cc33 2 ri
HD MOISTURE .,
IIMUM MOISTURE
•
IHK*L
NUCLEAR DENSITY FIELD FORM
DATE
ITEM TEST# ' TEST TEST# TEST#/ TEST# /, TEST#
OJECT LOCATION
v -IENT
0 _C 4 S _L I
p L
Jo .
0, It .
0j
LkV-A-
15
vi
pip
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TEOFTEST e 'il_ EPTH OF TEST
EPTH OF TRANSMISSION
YPE SOIL
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TAN• COUNT/READING
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-' '!- yr
T/CUBIC FOOT • •.
[ELD MOISTURE LBS.
•
Y DENSITY •
XIMUM DENSITY
• ECIFIED COMPACTION
15 c
_______ _______ __________
MPACT ION c !31 ç5)
ELDóISTURE 0 • 0 •
•
TIMUM MOISTURE
•
C HU I ClAN
United StatsTesting Company, Inc.
Testing Eners - San Diego
2956 INDUSTRY STREET
OCEANSIDE, CALIFORNIA 92054 (619) 757-0248
09
TECH: ••. ~J;2 NUCLEARDENSITY FIELbFdRM DATE ,///)_// 7
JOB # TESTI / TEST! z TEST! 3 TEST! 9 TEST! ' TEST!
PROJECT: cJ4,c ,2Z1 ..1 4
CLIENT:/ 0PcL/ /
\ ,'&l ' CONTRACTOR: •
-$ - -' .D '- ". - \
4j LL
s ' %. 3
- •
DEPTH OF TEST:
F S
DEPTH OF TRANSMISSION: 0
/35
TYPE OF SOIL
M/D NO.: :0 ,• 4c :•
TABLE READING
DENS./MOIST. :
~;6
cci .•
STANDARD COUNT READINGS: 2J1 'I -Z)il
DENS.MOIST. :
ll,~12,:~v TEST COUNT READINGS
9°1
b
7Z3
go
77
WET DENSITY: •• :
'3L
MOISTURE IN LBS.:
DRY DENS IT?: •
FIELD MOISTURE %:
MAXIMUM DRY DENSITY:
JVYJ r123
TIMUM MOISTURE %: •
02
0 • 0
:. •••
REQUIRED COMPACTION %: • • 0
%OMPACT1ON OBTAINED T3T -'i TI
ITEM TEST# 7 TEST# TEST# TEST# TEST# TEST#
0JECT LOCATION
el
.JENT
1 11- i 1. t ae( :
ATE OFTEST
EPTH OF TEST
EPTH OF TRANSMISSION / 5
YPE SOIL
EADING -731
TANDARD COUNT/READING
ABLE READING
T/CUBIC FOOT
HELD MOISTURE LBS
Y DENSITY.
-YIMUM DENSITY
'ECIFIED COMPACTION
DMPACTION
[ELD MOISTURE
'TIMUM MOISTURE
CH1HCIAN. 5cLJr
United States Testing Company, Inc.
Testing Engin• - San Diego
2956 INDUSTRY STREET
OCEANSIDE, CALIFORNIA 92054 (619)757.0248
TECH //I-JAI'flt/ S NUCLEAR DENSITY FIELD FORM
JOB# lS9 TEST / TESTS 2_ TESTrf TESTS 'I rEST#. TEST,',
PROJECT:'
CLIENT
CONTRACTOR
DEPTH OF TEST
DEPTH OF TRANSMISSION
TYPE OF SOIL
M/D NO.. 4 A A
-
flBLE RFDING
J7
STANDARD COUNT READINGS
DENS./MOIST.
TEST COUNT READINGS;
YET DENSITY w ic /6 7 3
3TSTURE IN LBS
1
DENSITY :
FIELD MOISTURE
MAXIMUM DRY DENSITY
OPTIMUM MOISTURE %: S S S S
REQUIRED COMPACTION % q
% COMPACT ION OBTAINED t9IIII::J
1
••
DATE
United States . Testing Company, Inc.
Testing Engin - San Diego
2956 INDUSTRY STREET -
OCEANSIDE, CALIFORNIA 92054 (619) 757-0248
z P-7--1 NUCLEAR DENSITY FIELD FORM DATE
JOB # z9 - TEST 7 TEST 3 TEST TESTS / TEST // TESTJ
PROJECT:
7 O
E E c
CL ENT:.
FC6A0
COUTRACTO '
1 DEPTH OF TEST:
F S.
DEPTH OF TRANSMISSION: -
TYPE OF SOIL: : I
M/D NO.: ; A -
TABLE RFADING
DENS/MOIST
STANDARD COUNT READINGS: 23)1
DENS. YMOI ST.
TEST COUNT READINGS:62
WET DENSITY:
•
MOISTURE IN LBS.: I -
2'Y DENSITY:. • •- •
FIELD MOISTURE %:
MAXIMUM DRY DENSITY: • • •
•
•_-
'j3 jq.'3
•.
/y.73
•
/,'3 •[
T
______
OPTIMUM MOISTURE %: • •
REQUIRED COMPACTION % (ç
% COMPACTION OBTAINED t7 ciii7 L.?.I177 3I7
TFCH
United Sta s'Testing Company, Inc.
Testing Engin - San Diego
2956 INDUSTRY STREET - -
OCEANSIDE. CALIFORNIA 92054 (619) 757-0248
Tr w. NUCLEAR DENSITY FIELD FORM ' DATE'
JOB # ç9 TEST /,5 TEST/Y TEST# TESTi / TEST#.,7 TEST#
PROJECT: ' /#o'' 7-too '
/ E CLIENT:' , '
/(• -
CONTRACTOR
DEPTH OF TEST
s.
DEPTH OF TRANSMISSION:
TYPE OF SOIL:
MID NO.: ' ' ' ' AC. Ac,
-
TABLE RFADING:
STANDARD COUNT READINGS
" DENS./MOIST.
TEST COUNT READINGS:
WET DENSITY:
' '3:3 /
MOISTURE IN LBS.:
DENSITY:
FIELD MOISTURE
MAXIMUM DRY DENSITY:
OPTIMUM MOISTURE %:
REQUIRED COMPACTION %
% COMP ACT ION OBTAINED
_____ -F., 7 i7J7
United Stat Testing Company, Inc.
e - Testing Engine San Diego
2956 INDUSTRY STREET
OCEANSIDE. CALIFORNIA 92054 (619) 757-0248
17,
T NUCLEAR DENSITY FIELD FORM DATE -
B # - TEST ,q TEST o TEST TEST# ? TEST 3 TEST 2
ROJECT çf j3-.ôô r o o
;L I E NT: c::.._
O r TRACTO1
)EPTH OF TEST: . . .
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)EPTH OF TRANSMISSION: . . .. .
WE OF SOIL:
1/O NO.: .. /' ,4c Ac-
ABLE READING:
JANDARD COUNT READINGS:
) E N S. IMO I ST.
"EST COUNT READINGS:
ET DENSITY:
92.0 /. /. / .(
TSTURE IN LBS
V
IELD MOISTURE %:
iAXIUM DRY DENSITY: . .
I f'{ _
)PTIMUM MOISTURE
EQUIRED COMPACTION %:
0
-
'"COMPACTION OBTAINED
United St.s Testing Company, Inc.
Testing Engineers - San Diego
2956 INDUSTRY STREET
OCEANSIDE, CALIFORNIA 92054 (619) 757-0248
DATE ii /1 i'( 1L. -- NUCLEAR DENSITY FIELD FORM
JOB # 1) TESTic TESTf 7- TESTfl-i TESTi TESTr TEST
PROJECT \
L CLIENT
CONTRACTOR U
DEPTH OF TEST-
DEPTH OF TRANSMISSION: S
TYPE OF SOIL:
M/D NO.: AC . C
TABLE RFAOING:
DENS. /MOIST.
STANDARD COUNT READINGS
DENS - MO I ST.
TEST COUNT READINGS
S WET DENSITY:
q _S. C7
______ ______ (•S ______ ______ _______
MOISTURE IN LBS
JY DENSITY: • -
FIELD MOISTURE %
MAXIMUM DRY DENSITY
_•
S I.1 • • S ______
OPTIMUM MOISTURE %:
_.) 9(• / •
• .5.
•
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___________
REQUIRED COMPACTION %
% COMPACTION OBTAINED
NUCLEAR DENSITY FIELD FORM
ITEM TESTh/ TEST# TEST#J TEST/ '- TEST! 5 TEST
-
ROJECT LOCATION Co,I(ei- t(rd: C4€Q
LIENT
419
-ti i
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c. A7F1 ..4i S 2:
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ATEOFES g/r7 i/y_I (t 1ti 'V//7
EPTh OF TEST PCG
EPTH OF TRANSMISSION 40
YPE SOIL
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;TANDARD COUNT/READING
ABLE READING
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-YINJ DENSITY /'-/DL.
i•{°_( 1. '-LOG 1,6Q 6
ECJFIED COMPACTION
OMPACTION r:i:I:j r-fl
IELD MOISTURE
.cl
)?TIMUM MOISTURE. 1l 3
:CHNICIAN
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NUCLEAR DENSITY FIELD FORM.
DATE
ITEM TESTh 7 TESTh 8' TESTh TEST# 16 TESTh I) TEST v.
OJECT LOCATION //ee /4 1cr &p
/1J 4ppat# , r
25v ISO
L"j
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ATE OF EST
EPTh OF TEST
6
EPTH OF TRANSMISSION gs
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:TANDARD COUNT/READING 23(7
ABLE READING
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DENSITY
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1ELD MOISTURE . .. . .. ..
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:CHUICIAN
*NUCLEAR DENSITY FIELD FORM
DATE
ITEM TESTh (' TESTh -\ TEST# TEST TESTS TEST
OJECT LOCATION
co
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'ECIFTED COMPACTION CN
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ITEM TEST# I TESTh 2 TESTS 3 TEST TEST TEST
ROJECT LOCATION 'J oile-
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LIENT 1•0 5,wolt o 5opt 51--5o 5O
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2. L
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El MOISTURE LBS - 7 , I f7 ' i -i;
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DENSITY /••io_ Z?77 i(t__-C7E3
ECIFIED COMPACTION 90
MPAC TI ON
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[ELD MOISTURE 'I C23
TItIUM MOISTURE
V
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NUCLEAR DENSITY FIELD FORM •V
V
DATE
ITEM TESTh I V TESTh TESTh TEST TEST# TEST#
ROJECT LOCATION
-71
LIENT
-15.?57 71-
;ATE OFTS1 117 il ly -?V I k, V
EPTH OF TEST - Fc 6
EPTH OF TRANSMISSION
61
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.Xi•U DENSITY
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• V - LVV VV
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NUCLEAR DENSITY FIELD FORM
DATE
ITEM TEST# (, TEST# TEST# 3 TEST# 1{' TEST# TEST#
PROJECT LOCATION C10
13 kM
e& oo ç'oo C 0 73
CLIENT E)AQ E1
DATE OF TEST
DEPTH OF TEST
DEPTH OF TRANSMISSION ,t S & I'6
Cfl'
.' ' ' " ' ' ' TYPE SOIL
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READING —'iioo3 -i)V
STANDARD COUNT/READING JAI of
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VN7 /CUBIC FOOT
IELD MOISTURE LBS 92- 70
V DENSITY /373
'-XIMUM DENSITY
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COMPACTION r9T, 3-37
FIELD MOISTURE b'? b 2.-
OPTIMUM MOISTURE 7,3
r/ TECHNICIAN tS [ICArilnl
'••
DATE
ITEM - TEST# 7 TEST# 9 TEST# TEST#,, TEST#jf TEST#
OJECT LOCATION
lENT 72i6 4DO 7t0o 'fo /-
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TEOFTST i/i# - ,,/,v% '/a?
PTH OF TEST &c., ts
PTH OF TRANSMISSION /3s 6s
PE SOIL A c A A C-
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/CUBICFoqi /Y&9
__________
ELD MOISTURE LBS. . .. . . .
V DENSITY
XIMUM DENSITY : /52.6_. I6.ZL /62 : /.52
ECIFIED COMPACTION
MPACT ION
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TIMUM MOISTURE . .
CHNICIAN
S . NUCLEAR DENSITY FIELD FORM S
DATE -92
ITEM TEST#/f TEST#/9 TEST#/S TEST#/ TEST# 17 TEST#/)'
'ROJECT LOCATION
ee2tU1 _g&vi 6'7~OO io 93 /O ie/erT
L I E NT
air?Of S •
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)EPTH OF TRANSMISSION B.c
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STANDARD COUNT/READING , >'-i ,3 .24f 24W _-21
[ABLE READING
T/CUBIC FOOT /38t /'/9, /Vt ' /1)3
:TCLD MOISTURE LBS.
________ ________ ________ •
" DENSITY-
DENSITY •
• /56
DECIFIED COMPACTION S • • S __________
COMPACTION 0 çflz tJ
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)PTIMUM MOISTURE
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ITEM TEST#/. TEST# T.ET# ( TEST# TEST# TEST
'ROJECT LOCATION /(ecr cOg7(_
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(9/47
7O OO 00
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JEPTH OF TEST 6'-
DEPTH OF TRANSMISSION
TYPE SOIL
DEAD I NG
STANDARD COUNT/READING. T
TABLE READING
T/CUBIC FOOT
IELD MOISTURE LBS. -
V DENSITY
.XIMUM DENSITY /32.6
ECIFIED COMPACTION
OMPACTION UT 3, 3T? 7T7
IELD MOISTURE
)PTIMUM MOISTURE
ECHNICIAN
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NUCLEAR DENSITY FIELD FORM
DATE 1111,11f 7
ITEM TEST# LcT TEST# -2-t TEST' i TEST# r TEST# 2-T . TEST#
ROJECT.LOCATION /e -- I/
c'3--Sl) 7100 7-1D? 9046 LIENT /
Lc
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)ATE OF TEST 'Ø/7 /17 '//
)THOFTEST
.JEPTH OF TRANSMISSION /3S /35 /35 /35 J-S
TYPE SOIL , A—C- /T
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STANDARD COUNT/READING.
TABLE READING -
AT/CUBIC FOOT
:IELD MOISTURE LBS.
Y DENSITY
.XIMUM DENSITY
PECIFIED COMPACTION
C,
S
COMPACTION c•95__./7 ct çZ7 [3?
FIELD MOISTURE
DPTIMUM MOISTURE S :
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S
ITEM TEST#31 TEST#32- TEST#33 TEST# TEST#,S TEST# j',
3400
R0JECT LOCATION
'?3'-ao LIENT
)ATE OF TST''/"/42 iØv/_ /fr/P7
IEPTH OFTEST
JEPTH OF TRANSMISSION ,55di /ls
TYPE SOIL
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STANDARD COUNT/READING.'
sv- V
TABLE READING
./CUBIC FOOT
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FIELD MOISTURE LBS.
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.XIMUM DENSITY /32 /ji. o Al. /i7. 13-2-46
'ECIFIED COMPACTION S
COMPACT ION TJ
FIELD MOISTURE S S
OPTIMUM MOISTURE S
TECHNICIAN
NUCLEAR DENSITY FIELD FORM
DATE
ITEM TEST#37. TEST# 3y TEST#. 3. TEST# L?/ TEST# TY• TEST#L/2_
'ROJECTLOCATION // '//'i - e f// 1 47
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DEPTH OF TRANSMISSION /3.5 Ps
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STANDARD COUNT/READING 'M
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T/CUBIC FOOT /'-/Si' )L/ /W3. /3L/f '3i3.-s: 1 7
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DATE
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by DENSITY
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DATE 1 1/11 /s 7
ITEM TEST# 7 TEST# ' TEST# Cl TEST# f TEST#/( TEST# 12
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DATE
ITEM TEST# jq TEST# 2-° TEST# 24 TESTh 22- TEST# 7 TESTh T1
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7/CUBIC FOOT fr'3 D ,'-i"{c
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DMPACT ION Old G1r? C L-77
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TJMUM MOISTURE •0 0
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NUCLEAR DENSITY FIELD FORM
DATE I
_ITEM TEST# / TEST# TEST# 3 TEST# TEST# TEST# ? C
PROJECT LOCATION
L
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cf 2-7
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FIELD MOISTURE LBS.
-
:y DENSITY-
DENSITY —fl
DECIFIED COMPACTION
--------------- - -__----
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S.
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DEPTH OF TEST _------------------ /3 c _ -
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TYPE SOIL
READING
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TABLE READING
W7/CUBIC-FOOT tf5
FIELD MOISTURE LBS
:v DENSITY
XIMUM DENSITY.
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COMPACTION 7
FIELD MOISTURE
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NUCLEAR DENSITY FIELD FORM
DATE //X/w -9
ITEM TEST# TEST# 57) TEST# 51 TEST# 52-_ TEST$ TEST#S -j'
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.XIMUM DENSITY
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NUCLEAR DENSITY FIELD FORM
DATE
ITEM TEST#~Y TEST# TEST# 52 TEST# TEST# TEST#
ROJECT.LOCATION
1 I v lot
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)ATE OF TES I
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)EPTH OF TRANSMISSION /3
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fl/CUBIC FOOT
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:v DENSITY
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Dc CIFIED COMPACTION
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PTIMUM MOISTURE
S
ECHNICIAN :
N
FST ;
United St s TestIngQompa3Y,.!flC. j;
Testing En'gIAeer San -
2956 INDUSTRY STRE& OCEANSIDE, CALIFORNIA 92054 (619) 757-0248
NUCLEAR DENSITY FIELD FORM . DATE
.'- 4.._
Al-
; .•.::'-' '-' : -
JOB# çc . TESTS / TEST# 2 TEST#3 TESTI. ' TEST TEST-
PROJECT cW/ &d /'i gJe C4//eJ Ca//c e//ce
CLIENT: C6 (l-)J . i'/iJ 87'o
UA,'1i 100f - (W 7t 1 1? .
DEPTH OF TEST:
DEPTH OF TRANSMISSION: . . . . .. . . . ...... . .
2
.
TYPE OF SOIL: . Q2T Cleo ci
M/D NO.: . . I.j.*st 16A-5 e
TABLE READING:
DENS. /MOIST. . 1 .515-1 1-'1 —"
STANDARD COUNT READINGS: . —'" -'•' L,"iz I>26j,.2.1(
DENS.1MOIST. 967 . 97 . ./°°-
TEST COUNT READINGS: ?-1C7
WET DENSITY: ... . .
13 9,/./- /3•.r .i7'./
______
MOISTURE IN LBS.: . .
7(.
DRY DENSITY: /27.
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FIELD MOISTURE %: ç.y .
_____
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______
MAXIMUM DRY DENSITY: . . .
OPTIMUM MOISTURE %: . .
•
1
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REQUIRED COMPACTION %:
•••.•
________
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COMPACTION OBTAINED E9/j 3-1 s:9 ?• (2?IT
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United St sJesting'CmpaiTJi
Testin EigIeers ;Sari Otg
2956 INOUSTRY..STREET .. . ...........
OCEANSIOE CAUFORNIA 92054 (619) 757-0248
b7Yi-1L7Jk./ . NUCLEAR DENSITY FIELD FORM
-
CAL
-..-
-..
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DATE 1111,0187
JOB # . TEST TESTS TESTI - TESTI . TEST#. . TESW
PROJECT: ei//e-j 4id . .Rd Ict QQJeet
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CLIENT: c/-7. ,/ CAflj&i ti1i./: Iøob7 i1/io/7 4//0197
O .&Oal c73OO . .
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CONTRACTOR: JVhS//.4 4.J//i .
/ t6)C A jr,,.J £.''
DEPTH OF TEST:
. PS6 fç__
•
1______
DEPTH OF TRANSMISSION: . . . . . . . .
TYPE OF SOIL: . . . £J..1
M / D NO.: . . . . .
TABLE READING: . .
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STANDARD COUNT READINGS:. 23L 1b
DENS.MOIST..... 4D7' 1
TEST COUNT READINGS: 3f I o W
WET DENSITY: . . . . . . .
MOISTURE IN LBS.:
DRY DENSITY:
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FIELD MOISTURE %:
MAXIMUM DRY DENSITY: .
)Q9:
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___________________
1q0 .
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______ ______
OPTIMUM MOISTURE %: . . . .
REQUIRED COMPACTION %:
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2956INDUSTRY.STREET.•
OCEANSIOE CALIFORNIA 92054 (619) 757-0248
TECH: )_IJ_pca-'Th--4 ,.
. -NUCLEAR DENSITY FIELD FORM
..... -
-'_c•_
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DATE
JOB # . TEST# 17 TESTI TESTI /7 TEST(..,,TEST,.-?-( TEST
PROJECT: £/j 4( • c%:
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1' . 7(ôo. 75406 CONTRACTOR:,&1/3cL ..
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DEPTH OF TEST: ________________
___
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TYPE OF SOIL:
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STANDARD COUNT READINGS:
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DENS. 1MOIST.- t ° 87 . o3 -
TEST COUNT READINGS: ó3 ?
WET DENSITY . . . . . ..
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MOISTURE IN LB S.: . .
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FIELD MOISTURE
MAXIMUM DRY DENSITY: .
-
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/ 6, E'/b. 6
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OPTIMUM MOISTURE %: • . -79 - 2
.1_ 7-3
REQUIRED COMPACTION %:
•
____ _____
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____ _____
X COMPACTION OBTAINED tjLJ 7l
-'------.-----.---- __,
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Testing EngIne'!Is San Diego
2956 INDUSTRY. STREET- ... ... 7, .:
OCEANSIDE CALIFORNIA 92054 (619) 757-0248
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JOB # . TEST 23 TEST# -'4' TESTff 2c TEST! 216 TEST! 2-9 TEST! 2-i -
PROJECT Coi(ee
4c 2(S4660 a CLIENT £211 1- C j4r/7
CL) L 1'-'- (-c Li L'- C' CONTRACTOR iff
DEPTH OF TEST:
DEPTH OF TRANSMISSION:
TYPE OF SOT L Ai
M / D NO.:,
TABLE READING:
STANDARD COUNT READINGS
DENS.1MOIST.
TEST COUNT READINGS-,2-a79
WET DENSITY -
V2, D
MOISTURE IN LBS.:
DRY DENSITY:
73- /3/ .12 -,
FIELD MOISTURE %
MAXIMUM DRY DENSITY;
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LOPTIUMOISTYRE,%:.,
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% COMPACTION OBTAINED rT j1iY7
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2956 IuousTRy.srREEr:' . ...............•..
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DATE .1/
06 # TEST: I TEST# 2. TEST# 3 TESTI TEST# 5 TESTFA
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STANDARD COUNT READINGS:'331
DENS. /MO 1ST.' p4- -
'21— WI -'-
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WET DENSITY:
) i44 ' 14-4 ,(L- 144-.4.-
MOISTURE IN LBS.: ' . '
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DRY DENSITY:
• 131 iSt ,3'-7 J'3i•- /3/S ' _______
FIELD MOISTURE %:
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.____
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2956 INDUSTRY STREE1 (
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- - - - -
S. S.
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DATE-
JOB #52.4J( TEST? TEST#14. TESTh TEST TEST#. TEST#
PROJECT: 0110) L*> t3 l).
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DEPTH OF TEST:
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DEPTH OF TRANSMISSION: . . . .
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TYPE OF SOIL: e clt ct t7 ti
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DENS - /MO 1ST.
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WET DENSITY: . . . . . .
MOISTURE IN LBS.:
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DRY DENSITY:
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MAXIMUM DRY DENSITY: .
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OPTIMUM MOISTURE %:
REQUIRED COMPACTION X:
- .
. -
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%COMPACTION OBTAINED
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2956 INDUSTRY..STREET :'. .::••...
OCEANSIDE CALIFORNIA 92054 (619) 757.0248
ECH: Y rr1JiOi1,._/ NUCLEAR DENSITY FIELD FORM
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4
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DATE 1I/47
08 # . TEST 7 TEST TESTh TESTI Jb• TESTL 11 TEST# 12-
ROJECT:9 L!t2 C,1f £14 C C11 4/C ILL(
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.ONTRACTOR:1,iI -oi q> 74-
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IEPTH OF TEST: !ggbao. 3t4 LtJ' "i3aOLJ 'iôJ '-IL%J 1'2Ei_Oi
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ABLE READING: . .
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~1467... 'EST COUNT READINGS:
'ET DENSITY: . . .
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IOISTURE IN LBS.: . . .
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IELD MOISTURE %:
AXIMUM DRY DENSITY: . .
/LI6.
.
14-0,
PTIMUM MOISTURE %: .
73
QUIREDCOMPACTION%:
COMPACTION OBTAINED rl F, L
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Testing Engi San Diego
2956 INDUSTRY ST OCEANSIDE, CALIFORNIA 92054 (619) 757.0248
NUCLEAR DENSITY FIELD, FORM DATE ((/?/7
JOB I TESTI I TESTI 2 TEST( 3 TEST! 9 TESU TEST
PROJECT .81'J c48(kr
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CLIENT: (4 0 1,c44d
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DEPTH OF TEST (ge 3'lj3(o)
p
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DEPTH OF TRANSMISSION: . . -•
TYPE OF SOIL: ci.17, .
M/D NO.: . . . .
TABLE READING:
DENS.-/MOIST. . ••_,•_• S-Ty.
STANDARD COUNT READINGS: 2.
DENS.IMOIST. . .
TEST COUNT READINGS:
WET DENSITY: . . . . .
Vag -3
U.OISTURE IN LBS
DRY DENSITY:
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2956 INDUSTRY idWT
OCEANSIDE. CALIFORNIA 92054 (619) 157-0248
TECH: NUCLEAR DENSITY FIELD FORK DATE I1/•/
JOB I TESTI 7 TEST1.9 TESTI TESTI 1 0 TESTV11A TEST 1—
PROJECT &LAI fwf(O¼1 U(en f(_-
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2956 INDUSTRY STREET E CALIFORNIA 92O5457248
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JOB I TESTI TESTI .. TESTI..3 TESTI TEST: ." TEST:
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29S6 INDUSTRY Sl ev
-OCEANSIDE. CALIFORNIA 920.54 (619) 757-0248 $1,i4dl' -Testing Engine San Diego
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Testing Engin - San Diego
2956 INDUSTRY STREET -
OCEANSIDE, CALIFORNIA 92054 (619)757-0248
NUCLEAR -DENSITY FIELD FORM
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DATE 'In" AA 47
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Testing Engine - San Diego
2956 INDUSTRY STREET
OCEM'iSDE. CALIFORNIA 92054 (619) 7570248
NUCLEAR DENSITY FIELD FORM
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2956 INDUSTRY STREET OCEANSIDE, CALIFORNIA 92054 (619) 7574248
ç NUCLEAR DENSITY FIELD FORM DATE
JOB I TESTI2f TEST[ 2 TEST(z? TESTI2 TESTl TEST'IC
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)CEANSDE. CAUFOPJflA 92054 (619) 757-0248
TECH NUCLEAR DENSITY FIELD FORM DATE
JOB I (ç2_51 TEST 3( TEST' 32_ TEST&3. TEST11 TEST,TEST&1
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Testing EngineW - San Diego
2956 INDUSTRY STREET -
OCEANSIDE. CALIFORNIA 92054 (619) 757-0248
DATE
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2956 INDUSTRY STREET
OCEANSIDE. CAUFORNIA 92054 (619) 757-0248
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Testing Engine - San Diego
2956 INOUSTRY STREET
OCEANSIDE, CALIFORNIA 92054 (69) 757-0248
FECH: NUCLEAR DENSITY FIELD FORM DATE
ioa t JS TEST? .4 TEST157) TEST -,5;7 TESTI $)... TEST: SY TEST5'f
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2956 INDUSTRY STREET
OCEANSIDE, CALIFORNIA 92054 (619) 7570248 e7r7
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1114. LA %_0 ".V . I
2956 INDUSTRY STREET
OCEANSOE,, CALIFORNIA 92054 (619) 757-0248
TECH: f'f-72_-Tkc NUCLEAR DENSITY FIELD FORM
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Testing Engin 4s - San Diego
2956 INOUSTRY STREET
OCEANSOE. CA1JFORNtA 92054 (619) 757-024
TECH: )L LIZ,C NUCLEAR DENSITY FIELD FORM DATE Zo hall-7
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2956 INDUSTRY STREET V
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TECH A" 1L-e NUCLEAR DENSITY FIELD FORM DATE ,rJ7ii-7
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2956 INDUSTRY STREET- OCEANSIDE CAL1FORNIA 92054 (619) 757-0248
TFrI-I- V. j1'. NUCLEAR DENSITY FIELD FORM DATE .,1171-67
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.• .._-. - . .
STANDARD COUNT READINGS:
DENS./MOIST. . - .
TEST COUNT READINGS
. q1 .
23
. .
WET DENSITY: . .
/33,7•
MOISTURE IN LBS.: . S :
. 7 0
. .•
. 7. -
.
To
-.
-- 7-?- 7.1
DRY DENSITY:
FIELD MOISTURE %:
MAXIMUM DRY DENSITY:
OPTIMUM MOISTURE %: S
REQUIRED COMPACTION %:
S COMPACTION OBTAINED _% V9i) r!73J ri!V.) 5!iJ
' t
nai nit u Is
Testing Engi
77
rs San Dieg
2956 INDUSTRY STREET-
- OCEANSIDE CALIFORNIA 92054 (619) 757-0248
TECH - NUCLEAR DENSITY FIELD FORM DATE /o//g7
JOB TEST 2-LTEST# TEST 2— TESTI 2-t I TESTI..2 TEST
PROJECT:CtL(c t?tiO ii-i. tieJ t-iJ,cc.i 4ec/,'c 1I;c Me cl;
7 0 3-too 6 47c 73
CLIENT: .f(r1 op CAaLA-')
CONTRACTOR: :.
DEPTH OF TEST:
F3C sc FS<z. cs. sc. G.
DEPTH OF TRANSMISSION:
TYPE OF SOIL: er.s;s T7. ç-4-
M/D NO.: /J /c(c .J_J SA
TABLE READING:
!DENS./MOIST. 1 STANDARD COUNT READINGS:
DENS.MOIST. g' >-] ,-/-- ~3 1/ TEST COUNT READINGS:13to 30/ 30 7k
WET DENSITY:
MOISTURE IN LBS.:
/
'DRY DENSITY:
/031 NJ
IELDMOISTURE%: -p rC/ .. ±.
MAXIMUM DRY DENSITY:
.11/. II(.O
OPTIMUM MOISTURE %: /
REQUIRED COMPACTION %:
90
COMPACTION OBTAINED %::J Tq-
DATE
UnitedStas .
esingCompy,Jnc.
Testing EnginW San Diegi
2956 INDUSTRY STREET Yr
OCEANSIDE CALiFORNIA 92054 (619) 757-0248
TECH: 1'ri-/-,'*r NUCLEAR DENSITY FIELD FORM
JOB # 2S1 TEST TEST TEST).
-
TESTI.3
-/
TEST#,t TESTY=-.
PROJECT: COU,66C, &iO//1f1 /pJ /7ci /V1I 41t€t
'oo r7i-o 7.2,'OO ?5 10d
C L I ENT :/71( a,:. C'A,f,.?A-O
CONTRACTOR:
DEPTH OF TEST: S
FFC rs rs7
S.
DEPTH OF TRANSMISSION:
Ll
TPE OF SOIL: 5- 1r L'r cc
M/D NO.:
TABLE READING:
DENS./MOIST.
STANDARD COUNT READINGS: ,%25 (,i?- L---32_s'_
DENS./MOIST. j o
71 ~cl
TEST COUNT READINGS: _-_i 3qV
WET DENSITY:
1/1.1 /i9 S
MOISTURE IN LBS.:
DRY DENSITY: . S
fO /07./
FIELD MOISTURE %:
. riI: c' S (7ZiIE0
MAXIMUM DRY DENSITY:
111 60 /11•u ///,0
OPTIMUM MOISTURE
REQUIRED COMPACTION X:
S ¶75 7o
%COMPACTION OBTAINED:.
- -
;.IJnited :S siestng'Cornpany,Jnc
Testing EngIneer San Dieg
2956 INDUSTRY STREET.
OCEANSIDE CAItFORNIA 92054 (619) 757.0248
TECH . . . NUCLEAR DENSITY FIELD FORM
-;-
r
f -
DATE'19"24/V7
JOB # Sz . TEST ig TEST TEST! 16 TEST! TET# .& TEST!.Zq
tI.IP /(1 ZL4
.
£ 1L4d 412ZE . PROJECT: C-
. . '.13
J, Li-t ' . LJ1 LA 1'/, / 4
CLIENT:C(TYOF
o
. . .
_7q +Sc
. . .
'76Y
.
7:r1-5-2 70-1573
CONTRACTOR :1q/jjy . .• .
DEPTH OF TEST:
JSC
DEPTH OF TRANSMISSION: . . . .
TYPE OF SOIL: C 2t C C-L
M / D NO.: . ,C4-s /JA- . 0.1- .5 e
-
TABLE READING:
. -----'"
DENS./MOIST. . O a
STANDARD COUNT READINGS: 2c 9 >2- ,'i22-'32 T
DENS./MOIST. . .
TEST COUNT READINGS:
._)q (&(
WET DENSITY: . . . . . . .
13 )33
MOISTURE IN LBS.: . . . . . .
:.i.7 . '• .
DRY DENSITY:
/l,7
FIELD MOISTURE %: .
• 3.Ly • S'V
MAXIMUM DRY DENSITY: . .
OPTIMUM MOISTURE %: . . . ..
REQUIRED COMPACTION %: . . . . . .
ACTION OBTAINED it
United .Sta i es,trng'Compaj!y,Il
Testing Engineers San Dieg
2956 INOUSTRY STREET
OCEANSIOE CALIFORNIA 92054 (619) 757-0248
NUCLEAR DENSITY FIELD FORM
--
..• . . -
DATE III? .• -. • r ___________
IOB# sci TEST! 2- TEST# . TESTA. TESTI. TEST,. . TEST -
RO J E CT LLECi € &-)O /1 L9-&J '1OtLt C" 24Z
fLvO
(
/Ljf)
LL ?G !
13LV0 .
(2OLLEC E CO
ç1/4 5D
.
LPrv'
-7tc-o
. . . .
.fr¼J,
13-cO
. .
-2 :LI ENT: ctlY Cr
. .
ONTRTOR:
. py
)EPTH OF TEST:
(0 .
)EPTH OF TRANSMISSION: 3'- -L- I3Lô.-i 3" "
. IYPE OF SOIL:
.
C.-u jj- CL.Z?T CL1L . CL jr
iio NO.:
.
.
. (3AW C.
IAE READING:
)ENS./MOIST. . I srfo
STANDARD COUNT READINGS:
.
--
3 2-1i ,.-'32 3 -tq
EN S . /MO 1ST. . po q I ,00 '
rEST COUNT READINGS: • >,,7 "7 Cl L,zr2- -';f)
JET DENSITY: • . • . •• .
,/l//3Z
MOISTURE IN LBS.: • • • • .
)RY DENSITY: • •
/Z2 0
JELD MOISTURE %: '7 (2 .• . - .. 7. .3 5,•
IAXIMUM DRY DENSITY: • . . • . •
. - 13 /3/O • i3.0 j39 j3.o JY-D
)PTIMUM MOISTURE : • • •
•
. 7.0 70
1
7, -7 0
REQUIRED COMPACTION %:
5 . • - . .
is
•
COMPACTION OBTAINED e2_:I-) I1!17 i3 Y) iliJ
r 10 '
\ United Stes iestngComppy,Jnc. -.
Te swig Engnee San Dieg
2956 INDUSTRY..STREET ... ........ . ..
OCEANSIDE CALiFORNIA 92054 (619) 757.0248
TFCH NUCLEAR DENSITY FIELD FORM DATE 1/2Ji7
JOB TEST I TESTS 2. TESTh3 . TESTI. TEST#. TEST.
PROJECT(LL . CL .CoLLEG C CE CLEG
5Lvb
.
.
, (P
.
.L AJ .
.
. 1 '-
I CLIENT: -r. sQA<O
54-t-So 57z
.
.
cb
.
'+sO --
CONTRACTOR: evl3s
.
DEPTH OF TEST: ~ fLo..) La) J 3.Lj
PS F3 .
DEPTH OF TRANSMISSION: . . . . . .
TYPE OF SOIL: . . CL.tLT Ct,,15 Lj
M/D NO.: . /ASC . MC gp5'c. fr:cc
TABLE READING:
..
.
DENS.'/MOIST. .Isla 0 .°
STANDARD COUNT READINGS ,i&zq
TEST COUNT READINGS:. . (. .. . . .
WET DENSITY: . . . . . . . .
MOISTURE IN LBS.:
DRY DENSITY:
FIELD MOISTURE .%: 0
0 0
0 0 0 00 0
MAXIMUM DRY DENSITY:
0• .)o /3.O
_____
/3.0
OPTIMUM MOISTURE:
REQUIRED COMPACTION % cç
% COMPACTION OBTAINED
DATE
Ii nited Sts -
(esti n g drnpaffij, n
Testing Erg1neers - tan-'Di e'"q-11
2956 INDUSTRY STREET - OCEANSIDE CALIFORNIA 92054 (619) 757.0248
.......................................
TECH: kcr- r.Ti NUCLEAR DENSITY FIELD FORM.
JOB # .
TEST# TEST# TESTS fP TESTI g. TEST#. 17— TESL. (
PROJECT:CoLtG€- &Vb 1Mf -) C tkCE cALLC E
gLtiO .
C/JLEC.E. (LccC CU-&
JTh-L'O
OuGE
JLUO 1?LVD .- .
- E.LA
7O SO
E,'J:
35
e1 CkAa EL,ji
.
., CLIENT:C)T?fCAPLSO
.
C&'ITRACTOR: jt/L&4JJL1);
DEPTH OF TEST: I(2 iiL-'9 i2PCL)L4
DEPTH OF TRANSMISSION:
I .
. .. 4
.
.•. ____ ____ ____ __
TYPE OF SOIL: , CL'T . Ct-'lT Ci1
M/D NO.:
TABLE READING:
DENS./MOIST.
STANDARD COUNT READINGS:
. -2? >.-229 '-37
DENS./MOIST. -
- . . / o V 101 w . 47
TESTCOUNT READINGS: - -i.qoi
WET DENSITY:
MOISTURE IN LBS.:
DRY DENSITY:
130:1
FIELD MOISTURE %:
MAXIMUM DRY DENSITY.
OPTIMUM MOISTURE %: . S iO7.0 .
.
S. _7.o .
REQUIRED COMPACTION %: 57 I ..... . .
% COMPACTION OBTAINED t- tcTi :r .L
- - - ..-.-
jp zo'4 f cto '. 4 COVtrtCt 1o.
t1te:/a -2 4'. ' C.iuc ho.: " G.aue ac: iy uauGe 1oC-lfl:
1I1].V Standard Count
Dnstv Moisture
I T.•T 1 7 — F
Total: 1.4-2ô Average: Tota1:,39..ç3 1 Average:
f/dc f uac.e..-r Zo me go
6rz;f fc-'
.
;:
e
1.2 -
13"j
iLLq)4s 15;1-
/)'/ e -
Eanp
Tzz:b Number
..---
1• ,. c.
Counts..
Densty.
Total 0
Average ___ ____
.
____ ____ 1• ____ ____
Density
Ratio •- .
I -
Wet Density,
P.C .F.
.
Counts
moisture
Totaa
- -
1
______ ____ •
____ ____
': ____ ____
Average
Ratio .
Moisture
.
Moisture,
P.C.F.
I
121/28
..__
./,7 /v. _
/YJ LL ell
Dry Density,
P.C.F. 13/. 4' 12,'. 7 /32.o (JIj
Moisture % 5 , / .r -, ii
Standard
Densi"---.
•
,/.i ?.c'•
_____ •- ----
-
-.------.-
6. M. c.,%-
% Relative
Compaction
% Density
B ecuired
•
C,
.
..
.
_______
•
? 9 • 9: .3
Does no
Comply
TESTED Y7/i1/.
Contract No.
.tc:/Ø-0.2//- '7 Ciue 1,o.: " Cu: fla: . iv Uauc log-in:
I].v Standard Count
Densi ti, Moisture
Total: JAverage: J_Total: Average:
Location ?//°°
Test
I7 J° ?B"-oo 94/1'-c
Tasb Number 1/
MD Curve
Number
Probe: Depth
Density.
Counts.
Total
Average
Density
Ratio S
Wet Density,)
P.C.F.
- - - ---- ___
Counts
Thtal.
Average
Moisture ..
Ratio
Moisture,
P.C.F. /3?9'
.
/30.74.2
Dry Density,
J/. 7 /(?. 7 o9. 3 /6 /,.
fO : 7. /02. J/2. / O7
Moistire% /?.,C TT./.5,ô 164/ /q ./.E
S tndapd,
Den1i'. 1/7. 0 //7.
0. M. c.,%
% Relative
Compaction 2 7 C? 1 'c?? 7 ) 6 ?
% Density
:Beoujred 70 00 70 170Cie
comP
Does no
ies
comply
77//7///
BY
-
c '51IX
United Sees Testing Company, In•
Testing Engineers - San Diego .: . ..•- -
2,956 INDUSTRY STREET
OCEANSIDE CALIFORNIA 92054 (619) 757-0248.
/
TECH: . NUCLEAR DENSITY FIELDFORM DATE //2./"e7
JOB # 3zS TEST / TESTf 2- TEST 3 TEST! TEST: TEST:
PROJECT )j 7 ,ee71ejr ,Q/ e7
H TIsTf7.S! i1 T'5. .
--•
/o/2z/7 /O/2Z/7 'ø/2/8?
:--
CLIENT P(Of c,4D
60
I tt•.tJ .C•- t..'r L L 41ve.'.
. .•
o4.g•tJd,-
tAt, 1, Awe
. ,. -• . .•• . COi-TRACTOR: /S/ ,j)3 • ••'i- L_____ _______
DEPTH OF TEST: .. . . PUG. : H
. :
DEPTH OF TRANSMISSION: . •' - - '- • '.. . - -- H •. -
TYPE OF SOIL: - •• • Et.5-i • &d/
-
•
MIDNO.: _____... - ••-• •
TABLE READ I MG: .• • -
_>L_->_i
,_
__
_
t
.DENS./MOIST. • • - - - . • . ..- • • -
STANDARD COUNT READINGS: • • • _____-{ >—__• . - • • - •
DENS..-/MOIST'. . : • • • •• •
TEST COUNT READINGS: • - . . • .•.
WET DENSITY
MOISTURE IN LBS.: • • •
. S H •. -• • . ...
-: .2. . S2 - - S.- -S
DDY D[:StT'
,'o.
FIELD MOISTURE %
MAXIMUM DRY DENSITY:' . , . . - . S
_•........
_____
. •. • -:' • •
OPTIMUM. MOISTURE X: • ' . S S S •, .
' . . 5,
5.. . 5
5 . '-iV,o•,•
REQUIRED COMPACTION COMPACTION X
%COMPACTION OBTAINED:,.cqj cTLJ
____
:United Sees Testing Company,Inc•
Testing Engineers - San Diego
2956 INDUSTRY STREET
OCEANSIDE, CALIFORNIA 92054 (619) 757-0248
TECH IiZMT 4A.Tu4G NUCLEAR DENSITY FIELD FORM DATE /8J22Jg7
JOB # TEST N' TESU 2 TESTff 3
-1
TEST# 4
-
TEST#. S TEST#
PROJECT:JC 1..VD, / Ae-1er7l 1 lee(eit D 1 -71 Re4ef1 1cr fzrrr
1HPo\1E -1J'4TS
OF
r c OF 1crb
/D187 /o2,8T
4CO I_
Io-t4'81
E CL !ENT: rr LI.-BAD 5ctO0
/,owoIO 'Jo('
',f & 00
ct
(V6OpFJJ,JL)
com :
8.4- (M 1SnO,J C- _
COTRACTOR:B/LJgJ.
0, LA ojIF 4p
W. LA E W.
DEPTH OF TEST:
S-u3J3 M1 S.iSC 3.4 SLJASE &.'IS-a
DEPTH OF TRANSMISSION:
I,
TYPE OF SOIL: 13r$,'C/ 13rSC( CI &S: C( &'ci
MID NO.: ç. c '-; S S, c YA
TABLE READING
-DENS./MOIST. [- STANDARD COUNT READINGS:-335-
DENS./MOIST.
fli v1 4>-<
TEST COUNT READINGS: W(
WET DENSITY:
MOISTURE IN LBS.:
- - - Zo./
0
DRY DENSITY:
1o8.2
FIELD MOISTURE %: -
MAXIMUM DRY DENSITY:
0
/2-0.0 ))0, .0 /2A0 1 1201 6 1210.6
OPTIMUM MOISTURE %: 0
REQUIRED COMPACTION %: -
q"o PO 'fo 'TO
%COMPACTION OBTAINED 14R 134
___
United Sees Testing Company, mci
c; iesting tngineers - an Diego
/ 296 INDUSTRY STREET
- OCEANSIDE, CALIFORNIA 92054 (619)757-0248
TECH: •NUCLEAR DENSITY FIELD FORM DATE 1a/7-7Ji
JOB # TEST# TESTS S TEST! 9 TEST (s-. TEST#. (( TEST iL
PROJECT:CbLk.re &Vb. iZ o
IVD
O-j(.l Io-lI-91 -j-- 75f-O 7oo
tj
to °E, psEcm C. LA •
CLIENT:
- r
-
to tj
a
t
CONTRACTOR.: .jfr .• pci (o'eF
DEPTH OF TEST: FG F I-C
• Su Srfr ,w diA-s si3,c
DEPTH OF TRANSMISSION:: '_• :
TYPE OF SOIL: - - •. .-. &- c 15 5.' cl 91.1 S, 61 iy, S.'C(
MID NO..: I
TABLE -READIN
DENS /MOIST. :• - SI S S
STANDARD COUNT READINGS: __-_____335 [,,-'.,c '3S 23c
DENS.!MOIT. ••
- 4j7 i
TEST COUNT READINGS:oil 7tO L-'z-o2_r
-
WET DENSITY: • •- - • •
/-89 •
MOISTURE IN LBS: •• • T • • .•
_______________________ ______
•
I••
______ .
•o
DRY DENSITY: : •
A &fo, 107"
FIELD -MOISTURE%: •• • : - ; • • -
17 9 /9.
MAXIMUM DRY - DENSITY: '• • - • T •
•
-1l L •t2,a o •JL.a.
- OPTIMUM MOISTURE-%: • ••• •• • •
15.0 ,••- • •
I3-? /.c) • _______ /3.0
________
REQUIRED COMPACTION %: •: • •
• • ______________ ______
% COMPACTION OBTAINED: .• • 9!21 c9r .!
United Sees Testing Company, In•
Testing Engineers - San Diego
2956 INDUSTRY STREET
OCEANSIDE, CALIFORNIA 92054 (619) 757-0248
TECH: - NUCLEAR DENSITY FIELD FORM DATE
JOB # TEST# /3 TEST /y TEST# /c TEST# i TESTS TEST* /8 -
PROJECT: EE f3t. CoLLC€ LL-i iD V0 gui 0 •
Mpft.o%)a .iT'
F LAowfE
-
E,LA---c-.
i.Oa
L--1
/4O.
I.LOt
7"7+oo .i7L1iS6
CLIENt:Qjrf OFCAftLSaAD
'tJo ..8,0c .10. . 01 iJo C'E- S't,4of
ct-. .
..
.CIL-
CONTRACTOR /L.o(.&Jt.¼f
DEPTH OF TEST Fc
IsU1,ç Si,f3 1oS( 3Q8J3,& SiA€ 2&AAc -
DEPTH OF TRANSMISSION
TYPE OF SOIL Ci gr 3.1 ck. 'ci BS C
MID NO.: F; c. c cA F:&e. c4 r r. c,1
TABLE READING:.
DENS./MOIST. .. 'S PC
STANDARDCOUNT READINGS:
.233 .2335 1 7j:3:3 2-335 S
DENS /MOIST ,37 TEST COUNT READINGS:24 S V
WT DENSITY: . . . ..' .
MOISTURE IN LBS
Icim
DRY DENSITY: . . . . .
2.-
FIELD: MOISTURE % . . . . .: . 113
39 p /
MAXIMUM DRY DENSITY:.
I I_1241 a 12 o
OPTIMUM MOISTURE %: '
: I .
S
3.0
REQUIRED COMPACTION %:
'To qo
.% COMPACTION OBTAINED: JT 1T9 C5(_J -rig]
United tes Testing Company, In•
Testing Engineers.- San Diego
2956 INDUSTRY STREET S
OCEANSIDE. CALIFORNIA 92054 .(619),757-'0248 V
TECH: NUCLEAR DENSITY FIELD FORM DATE 1ozi'1
JOB # V TEST jq TEST# 2 TEST# 2/. TESVT# TES T# TEST#'
PROJECT &A)/4&j &i' V V V V
V mt e LmA-T V.. S't.uL 5F? ..
. V, V
CL TENT:
V:
$o'LJc ç
CQN TRACTOR
V V
DEPTH OF TEST:3,1
IS V V
V
DEPTH OF -TRANSMISSION:
V
V V .
V C.
V V
TYPEOF'SOTL:
M/D NO.: V V ç S/i V V
TABLE READING:
DENS .-/MOIST. V. • V
V V V V
V
V
V STANDARD COUNT READINGS: •
V
VDE1S./MOIST. V
IV
V
V VVVV V
V
TEST COUNT READINGS:
V.:
V
V
7
V
•V
V V V VS
WET OENSITY
V V V V V
V •• V• V
•
V •
V
V
V
VVV V
V V
V
VV
V
V
VV V
V
VV
V:
V V V
V VV V
V
V V
V MOISTURE IN LBS.:,
V V • V
V
V
V jo. 9,
VV V V V : V V V
DRY DENSITY: V V
V
V V
V
VV
V V V
V V
V
V
fO
FIELD MOISTURE %: V V V VVVV
V
V V V .
V V
V
V V
V V VVV VV V
VVVV
.V
V V
V
V
V ; V•
V V• VV
V V
MAXIMUM DRY DENSITY:
OPTIMUM 1OISTURE % V V
••V
V/3b
V
V I
•V V V V
V
V
V V V V V V V /f• VV //.:c 1 V V V
V
REQUIRED COMPACTION
V V
V V
V qb. %VZ.. VV VV V
V
V
V
% COMPACTION-OBTAINED:
United StSs Testing Company, Inc.
Testing Engineers - San Diego /y d c-
2956 INDUSTRY STREET
OCEANSIDE CALIFORNIA 92054 (619) 757-0248 k/dZ
/ Gv- c- 117 d2 5$4
TECH 2T ,41-/-7-A r NUCLEAR DENSITY FIELD FORM DATE /1)121/9-)
JOB # TEST 1 . TEST# Q TESTS 3 TESTS / TEST# .5 TEST
PROJECT da&E ('c ) //'//)fot(
ea 4-1-g6
SLVG' COLtEC 'Crn.t-L
/3L4.v
-L- E 01
6L-V0 t3Lva9
WLAtJE W,LAME W. 1,41IE' ), LANE j,LA/J Id,L410E
65-ñOO S&O() ,/ -100 'O) b--Ob (0 5 _/00
- CLI E NT (/73' 2°P *w eD O,- ,i 'o kx~jd'r
34SE'
'(PUM MowJ
8/vu ae
CONTRACTOR
DEPTH OF TEST: F6 F. FCJ , pc
1St)664E S-'JE Si3&J S88 Sa88A.s CAS
DEPTHOF TRANSMISSION: '
C
TYPE OF SOIL: Cl -
- 7:c7
N/D NO ve SA g4
TABLE READING :-
DENS./MOIST.
STANDARD COUNT READINGS:
DENS ./MOIST.~7 3.2-
TEST COUNT READINGS: 2z S,3 4.'/7
WET DENSITY: -
•
-
/23
______
-
/Z.S lie.,
-
(Z79 .12 41-7
MOISTURE IN LBS.: -
21.5 2,7 .o 2-'.4- i7.5
DY DENSITY:
log,/' 1!7. /04.3 1o7.4
FIELD MOISTURE %:
7. ' 'i•q. ___
MAXIMUM DRY DENSITY: (
- I 20 •
1 2-O 1 7- / 2- 20
OPTIMUM MOISTURE %: • •
'
'
[ 1 •
REQUIRED COMPACTION' %
qo
%COMPACTION _OBTAINED________93/p
F
.4
T E C H;
United StSs Testing Company, Inca.
Testing Engineers - San Diego - : /
2956 INDUSTRY STREET I ci
OCEANSIDE. CALIFORNIAA-92054 (619) 757-0248 4,7 ,4i/
..E4jT Ul- NUCLEAR DENSITY FIELD FORM DATE I V/8 7
:
V (JOB # TEST 7 TEST# 8 TEST . TEST# to tEST# 1/
!PROJECT:'OLL g /lifo•LiE. C€?tLLc( Ccc Cçtg
e/VlO
E LA u E
iV;FE:-1
F L4 e ai
,3-toO
L 4,JE
c, -4o
E
5-4 -too
£
CLIENT:C,I7y or- .C,Jg,A0
4oô
1O
L
tO'(P'
'V . CONTRACTOR: V
gVo'g
'c' 16 .c .
- 'mu fis"s
.
- DEPTH OF TEST: •
V : . 1_ S0
DEPTH OF TRANSMISSION:
TYPE OF SOIL: .
.
. '' - '.
JI/ONO.: j' SA V
-
V
V
TABLE READING:
'
STANDARD COUNT READINGS:
D E N S . /MO I ST. . -'1 TEST COUNT READINGS: -'2c>--, 00,
WET DENSITY: V V V
i . • V 124-. 12-7J 22
MOISTIJRE IN LBS.: . .
171 2(VSV
Y DENSITY: S V
ioJ lio.c 1O4? (O
FIELD MISTURE%: ,
V 14 •_ 17.1
______
-•
MAXIMUM DRY DENSITY:. V • - I W - '12-0 1 ) '2-0 . __ I 12-0
OPTIMUM MOISTURE %: _13
V
V •• V
• ''
••1-3 V
REQUIRED COMPACTION %: V
V
9o. V
%COMPACTIONOBTAI OBTAINED: