HomeMy WebLinkAbout3151; PALOMAR AIRPORT ROAD; COMPRESSION TEST RESULTS OF CONCRETE CORES; 1989-09-29Core No. : I 2 ________•J________ I_________
- Date Plate -d 7.
••
_______ I. 1
Date Cored 9/21/89 9/21/89
_Date__Tested J 9/22/89 9/22/89
0iametr, •
Inches 3 72 •
3 72
-. •
Area,
So. ln 10 86 10.86
LoadPounds 44_450 43.000
Compressive
Sterigth,psi
-
4090 '• 3960
Oays
Age Tested lac D
American Engineering Laboratories, Inc. RECEIVE \' 7940 Arjons Drive, Suite A
San Diego, CA 92126
Telephone (6l9) 6953730 'OCT 16 198
San Diego • Modesto. • Corona • Yucca Valley ,
Apple Valley MUNICIPAL PROJECTS.
DIVISION
To:
, CITY OF CARLSBAD .. 'H. Date: October 5, 1989.
20751 'Las Palmas Drive '
Carlsbad, CA 92004-4859
Proj éct: PALOMAR AIRPORT ROAD ' ' .. Project #: 1172.8
Carlsbad, CA ..
Gentlrnen:
Enclosed are the compaction' reports for the dates of: 9/18/89, 9/21/89,
9/19/89, 9 /22/89
.9/20/89,
All work monitored by our. technicians and inspectors was done
in accordance with the applicable codes and specifications,
unless otherwise noted.
Should' you have any further questions, please do not hesitate
to contact our .office.
AMERICAN ENGINEERING.LABORATORIES, INC.
Reviewed by:
ROBERT M. ZIKE , Operaton's Manager .
7-2-CITY OF CARLSBAD
AMERICAN ENGINEERING LABORATORIES, INC
7940 Arjons Dr., Suite A 0 350S. 'Maple St., Unit K 0 515 Galaxy Way 0 58945 Business Center Dr., Unit A
San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284
(619) 695-3730 (714) 272-4230 (209) 576-0813 (619) 228-1754
CLUE T: PROJECT: DATE:
/OA ,1R12irRD. .
I.D. NO.: - \
PROJECT NO.:
REPORT OF FIELD COMPACTION TEST
TEST E LOCATION OF TEST
1 i/R ti'o (30 760
FIELD OPTIMUM FIELD MAXIMUM PERCENT PERCENT REMARKS: MOISTURE MOISTURE DRY DENSITY DRY DENSITY RELATIVE, REL. COMP. Ei Np)
P.C.F. COMPACTION REQUIRED
. . o
TEST # LOCATION OF TEST
FIELD OPTIMUM FIELD MAXIMUM PERCENT PERCENT REMARKS:
MOISTURE MOISTURE DRY DENSITY DRY DENSITY RELATIVE REL COMP.
P.C.F. COMPACTION REQUIRED
. IP 7 /33. // / 9o.6
TEST U LOCATION OF TEST '
____ ,
•0
FIELD
MOISTURE
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY
'
PERCENT
RELATIVE
COMPACTION
PERCENT
REL COMP.
REQUIRED
REMARKS: f417 7~T
.
)3L)) /q.c 9.o
TEST U LOCATION OF TEST '
D '& 7/4
FIELD OPTIMUM FIELD MAXIMUM PERCENT PERCENT REMARKS: . f#cr i5r MOISTURE MOISTURE DRY DENSITY DRY DENSITY RELATIVE REL COMP. '
P.C.F. COMPACTION REQUIRED
)331 /'/.O .cyj
TEST U LOCATION OF TEST .
/ L)0
FIELD OPTIMUM FIELD MAXIMUM PERCENT PERCENT REMARKS: PC
OISTURE MOISTURE DRY DENSITY DRY DENSITY RELATIVE REL COMP.
%'% P.C.F. ' COMPACTION REQUIRED
Oo
AEL102 (04/89)
AMERICAN ENGINEERING LABORATORIES, INC.
940 Arjons Dr., Suite A 0 350 S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business Center Dr., Unit A
San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284
(619) 695-3730 (714) 272-4230 (209) 576-0813 (619) 228-1754
CLIENT: S PROJECT: . DATE:9_/97
iF01T RD. I.D. NO.: (L-
PROJECT NO.: /)
REPORT OF FIELD COMPACTION TEST
TEST U LOCATION OF TEST -
IE' S. ofr foF Ul$
FIELD
MOISTURE
%
OPTIMUM
MOISTURE
S %
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
COMPACTION
PERCENT
REL COMP.
REQUIRED
REMARKS: F'$P)1,347 7I
/aç. q0 .
C7/( 7(-) .0
TEST U LOCATION OF TEST
LUE•L i. ?D/3 O's. oF 1C- p uRL
FIELD OPTIMUM FIELD MAXIMUM PERCENT PERCENT REMARKS:
MOISTURE MOISTURE DRY DENSITY DRY DENSITY RELATIVE REL COMP. ,5l1lj P.C.F. COMPACTION REQUIRED
/•o
TEST U LOCATION OF TEST . S
Od-'/uiy7R . . .
FIELD
MOISTURE
OPTIMUM
MOISTURE
-
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY-
PERCENT
RELATIVE
COMPACTION
PERCENT
REL. COMP.
REQUIRED
REMARKS: 1sf3&T j7
)q'F5-- 9A c/COP
TEST U LOCATION OF TEST . S
11
FIELD OPTIMUM FIELD MAXIMUM PERCENT PERCENT REMARKS: MOISTURE MOISTURE DRY DENSITY DRY DENSITY RELATIVE REL COMP. I
%¼ P.C.F. COMPACTION REQUIRED
P 41 J'/9.o Q•ô
TEST - LOCATION OF TEST
L 6cx) /cE7 -
FIELD
OISTURE
¼
OPTIMUM
MOISTURE
¼
FIELD - DRY DENSITY
P.C.F.
MAXIMUM*
DRY DENSITY
PERCENT
COMPACTION
PERCENT
R .
- REQUIRED
REMARKS: /7-777
Ps iq-o Jo.o
AEL102 104/891
!.AMERICAN ENGINEERING-.LABORATORIES, INC.
940 Arjons Dr., Suite A 0 350 S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business Center Dr., Unit A
San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284
(619) 695-3730 (714) 272-4230 (209) 576-0813 (619) 228-1754
CLIENT: PROJECT: 0ATE:9—O-2
CF1?_S1FD kpz P)if?if/?jD ; I.D. NO.: I
PROJECT NO.: J)/-.
REPORT OF FIELD COMPACTION TEST
TEST # I LOCATION OF TEST
Luc) 1E i?D/io'.s. at ic ,:
FIELD OPTIMUM I FIELD: MAXIMUM I PERCENT PERCENT REMARKS:
MOISTURE MOISTURE I DRY DENSITY . DRY DENSITY I RELATIVE I REL COMP.
P.C.F. COMPACTION I REOUIRED
1SE
TEST N LOCATION OF TEST
L Cw?J
FIELD OPTIMUM FIELD I MAXIMUM I PERCENT PERCENT REMARKS: ie Tc7' MOISTURE MOISTURE DRY DENSITY
%
I I DRY DENSITY I
COMP
RELATIVE
ACTION
REL. COMP.
° P.C.F. REQUIRED
F (SEE o !IIII "I .O
TEST U I LOCATION OF TEST
CEN]tR' rnE1v ../ Jp 71Q
FIELD OPTIMUM I FIELD I MAXIMUM PERCENT I PERCENT I REMARKS:
MOISTURE MOISTURE I DRY DENSITY I P.C.F. I I DRY DENSITY I RELATIVE I COMPACTION
REL. COMP.
REQUIRED
I
I t-...
15~9o.O
TEST U LOCATION Of TEST
FIELD OPTIMUM FIELD MAXIMUM PERCENT PERCENT REMARKS:
MOISTURE MOISTURE DRY DENSITY
P.C.F.
DRY DENSITY RELATIVE
COMPACTION
REL. COMP.
REQUIRED
'
o 'O.c
TEST U LOCATION OF TEST
ED'IJ tA /. .
FIELD OPTIMUM I FIELD MAXIMUM I PERCENT PERCENT I REMARKS: RWROISTURE MOISTURE I DRY DENSITY DRY DENSITY I RELATIVE REL COMP. I
P.C.F. I COMPACTION REQUIRED I
.
AEL102 (04/89
L
L
AMERICAN ENGINEERING LABORATORIES, INC
7940 Arjons Dr., Suite A 0 350 S. Maple St., Unit.K 0 515 Galaxy Way 0 58945 Business Center Dr., Unit A
San Diego, CA 92126 Corona, CA 91720 .. Modesto, CA 95356 Yucca Valley, CA 92284
(619) 695-3730 (714) 272-4230 (209) 576-0813 (619) 228-1754
CLIENT: PROJECT: 'DATE: •-X)- Pow D. I.D.NO.:
W,OtI41I\) PROJECT NO.:
. . REPORT OF FIELD COMPACTION TEST
TEST U - LOCATION OF TEST
Su ,3 Gg?oE
FIELD OPTIMUM FIELD MAXIMUM REMARKS: %..,,,ST
MOISTURE
PERCENT PERCENT. I MOISTURE MOISTURE DRY.DENSITY DRY DENSITY RELATIVE
COMPACTION .
REL. COMP. • • ,
P.C.F. REQUIRED
TEST U LOCATION OF TEST -•
7 -
FIELD OPTIMUM FIELD MAXIMUM -. PERCENT PERCENT REMARKS: çj e,o 1iirs ,.7-: o r-1 MOISTURE MOISTURE DRY DENSITY DRY DENSITY RELATIVE REL: COMP.
P.C.F. COMPACTION REQUIRED ,
Fss )3c 95 5o
TEST U
,
- LOCATION OF TEST
sle
•
.OG/D--
FIELD - OPTIMUM FIELD MAXIMUM PERCENT PERCENT REMARKS: "a' tOI•/. MOISTURE MOISTURE DRY DENSITY DRY DENSITY RELATIVE REL. COMP. .
P.C.F. • COMPACTION REQUIRED .
'-
TEST U • . • . LOCATION OF TEST
-
flelesl cnF- /LAf?,drvec RD
FIELD
MOISTURE
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
COMPACTION
PERCENT -
REL. COMP.
-REQUIRED
REMARKS:
- -
)L () / 0"\-d't) c)
TEST U LOCATION OF TEST
10 /i--i K)
I FIELD
MOISTURE
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY
PERCENT
- RELATIVE
COMPACTION
PERCENT
REL COMP.
REQUIRED
REMARKS:
•
ffD
AEL102(04/89 -
•
AMERICAN ENGINEERING LABORATORIES, INC.
0 350 S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business Center Dr., Unit A
Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284
(714) 272-4230 (209) 576-0813 (619)228-1754
PROJECT: DATE:
C) Po,2TR0 I.D. NO.:
PROJECT NO.:
7940 Arjons Dr., Suite A
San Diego, CA 92126
(619) 695-3730
CLIEJIT:
cry' CfRiD
REPORT OF FIELD COMPACTION TEST
TEST U
1
FIELD
MOISTURE
LOCATION OF TEST
u i Gi
OPTIMUM FIELD MAXIMUM PERCENT
MOISTURE DRY DENSITY DRY DENSITY RELATIVE
P.C.F. COMPACTIC
uT?J3 L)',
RELCOMP. REMARKS: Er~y43ou,i0
REQUIRED
9g.3
TEST U LOCATION OF TEST
- ui Lj,
FIELD
MOISTURE
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
COMPACTION
PERCENT
REL. COMP.
REQUIRED
REMARKS:
Pi .g
TESTU LOCATION OF TEST -
- -.- 1
FIELD
MOISTURE
- OPTIMUM
MOISTURE
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
COMPACTION
PERCENT
REL. COMP.
REQUIRED
REMARKS: 3 3
____
• -.12 ) .5 . a. To
TEST U - LOCATION OF TEST -
q n/O7O
FIELD.
MOISTURE
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
P.C.F.
MAXIMUM J DRY DENSITY
PERCENT I RELATIVE
COMPACTION-
PERCENT
REL COMP.
REQUIRED
REMARKS: Q
' '
IS-3 I
TEST U LOCATION OF TEST - -
Sv--
FIELD
ISTURE
¼
OPTIMUM
MOISTURE
¼
FIELD - DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
COMPACTION
PERCENT
REL.COMP.
REQUIRED
- REMARKS zi t2
- -' I._)OCI N
I
/23 -•
AEL102 (041891
AMERICAN ENGINEERING LABORATORIES, INC
0940Arjons Dr., Suite A 0 350'S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business Center Dr., Unit A
San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284
(619) 695-3730 . (714) 272-4230 (209) 576-0813 (619) 228-1754
CNT: PROJECT:. DATE: 59
ct yoP A?I2,D S I. ID. NO.:
PROJECT NO.://
REPORT OF, FIELD COMPACTION TEST
TEST # LOCATION OF TEST
21 S/y 7+ UR3 P,LDf8i "PL23
FIELD
MOISTURE
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY
PERCENT
- RELATIVE
COMPACTION
PERCENT
REL. COMP.
REQUIRED
REMARKS: .Jej-r øow'vD
/3O / c700p
TEST U LOCATION OF TEST
2c c) &)5
FIELD
MOISTURE
%
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
P.C.F.-
MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
COMPACTION
PERCENT
REQUIRED
REL. COMP. REMARKS:
/tjcs p ST ( c /3 90 c70O
TEST U LOCATION OF TEST -
-23 S1 IJh#t3O CuPR E??D /' F.13
FIELD OPTIMUM FIELD MAXIMUM PERCENT PERCENT REMARKS:
Zou MOISTURE MOISTURE DRY DENSITY
- P.C.F.
DRY DENSITY RELATIVE
COMPACTION
REL. COMP.
REQUIRED ' :( j
TEST U LOCATION OF TEST S
SOO Jp R,g1&T
FIELD
MOISTURE
OPTIMUM
MOISTURE
FIELD
- DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY
PERCENT
' RELATIVE
COMPACTION
. PERCENT
REL. COMP.
REQUIRED
REMARKS: - I -S j OCI
i%sfl ii2A8ô 9OO 9oo
TEST U - LOCATION OF TEST
FIELD OPTIMUM FIELD MAXIMUM PERCENT - PERCENT REMARKS: J.. - OISTURE MOISTURE DRY DENSITY DRY DENSITY RELATIVE REL COMP. I
P.C.F. COMPACTION REQUIRED -
f7 6- /33ô
AEL102 (04/89)
AMERICAN ENGINEERING LABORATORIES, INC.
.4940 Arjons Dr., Suite A 0 350 S. Maple St., Unit K 0 515 Galaxy Way '0 58945 Business Center Dr., Unit A
San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284
(619) 695-3730 (714) 272-4230 - (209) 576-0813 (619) 228-1754
CLIENT: PROJECT: DATE: -D-
o12I~aD Pp,Iof , ip0T'P- I.D.NO.:
-•
•
PROJECT NO.:
REPORT OF FIELD COMPACTION TEST
TEST t LOCATION OF TEST
• ia -cc 'o2B oc t
FIELD
MOISTURE
%
OPTIMUM
MOISTURE
FIELD
'DRY DENSITY
P.C.F. -
MAXIMUM 1 DRY DENSITY
PERCENT
RELATIVE
COMPACTION
PERCENT
REL. COMP.
REQUIRED
REMARKS: •7' L i - iNc
to 65 )23 133.O.2.2 70•O
TEST S LOCATION OF TEST -
-eve )Os to Ji.is
FIELD OPTIMUM - FIELD MAXIMUM PERCENT PERCENT REMARKS: • • #7 i3ovC 1.4ne.-c MOISTURE • MOISTURE DRY DENSITY DRY DENSITY RELATIVE REL. COMP.
P.C.F. COMPACTION REQUIRED -
- • (,.5 • :JZ,4 1 /36cJ /. 9 Oo
TEST U
-
LOCATION OF TEST '
- '-
FIELD OPTIMUM FIELD MAXIMUM PERCENT PERCENT REMARKS: ?I57 ocIND ..A Hc- MOISTURE MOISTURE DRY DENSITY DRY DENSITY RELATIVE REL. COMP.
P.C.F. COMPACTION REQUIRED•
-O (( J263 /38-0 90O
TEST U LOCATION OF TEST ' .•
'5-t2o cbPBcfPF3D
FIELD
MOISTURE
OPTIMUMOPTIMUM
MOISTURE
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
COMPACTION
PERCENT
REL COMP.
REQUIRED
REMARKS:
36 ON
.
i9co O oO
TESTS LOCATION OF TEST '
2O sin
FIELD
OISTURE
OPTIMUM
MOISTURE '
FIELD
DRY DENSITY-
P.C.F. . -'
MAXIMUM
DRY DENSITY
- PERCENT
RELATIVE
COMPACTION
PERCENT
REL COMP.
REQUIRED
REMARKS: 7 130 I/N
'ca /3 %'6
AEL102 (04/891 . -
•
AMERICAN ENGINEERING LABORATORIES, INC.
"940 Arjons Dr., Suite A 0 350 S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business Center Dr., Unit A
San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284
(619) 695-3730 (714) 272-4230 (209) 576-0813 (619) 228-1754
CLIENT: PROJECT: DATE: g-)'J -
CJ1" fn!o*z ioT?i I.D. NO.:
PROJECT NO.:
REPORT OF FIELD COMPACTION TEST
TESTS LOCATION OF TEST
'1)
FIELD
MOISTURE
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
COMPACTION
PERCENT
REL COMP.
REQUIRED
REMARKS: ,20W'i U )rs'c•
-
SD . (.c V25 .6 90 -A , O
TESTS LOCATION OF TEST
AB Li,v/1C'
FIELD
MOISTURE
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
COMPACTION
PERCENT
REL COMP.
REQUIRED
REMARKS: - 7' /30UN .0 bq rit-
- '•"
j&seD FT ii 13 e>. L - 9.p
TESTS LOCATION OF TEST -
FIELD OPTIMUM FIELD MAXIMUM PERCENT PERCENT REMARKS:
MOISTURE MOISTURE DRY DENSITY DRY DENSITY RELATIVE REL COMP.
P.C.F. COMPACTION REQUIRED
O
TESTS LOCATION OF TEST -
IcY~-' Go'?1 —/ / /:),B /
FIELD
MOISTURE
OPTIMUM
MOISTURE
%
FIELD
DRY DENSITY P.C.F.
MAXIMUM
DRY DENSITY REL. COMP.
%
PERCENT
RELATIVE
COMPACTION
PERCENT
REQUIRED
REMARKS: P)S
-
i?siLJ /30 T.,3 9OO
TEST 5 LOCATION OF TEST
n- I&______________
FIELD OPTIMUM FIELD I I MAXIMUM I PERCENT I PERCENT I REMARKS: \,,,lr7'/3Pot,MD OISTURE MOISTURE DRY DENSITY DRY DENSITY I RELATIVE REL COMP.
% P.C.F. I - I COMPACTION I REQUIRED
13 / 7oO
AEL102 (04/891
AMERICAN ENGINEERING LABORATORIES, INC.
<940 Arjons Dr., Suite A 0 350 S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business Center Dr., Unit A
San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca'Valley, CA 92284
(619) 695-3730 (714) 272-4230 (209) 576-0813 (619) 228-1754
CLIENT: PROJECT: DATE:9 -2 -Sr
t'F RIS,cP I.D.NO.:-It9
PROJECT NO.: J,
REPORT OF FIELD COMPACTION TEST
TEST IS LOCATION OF TEST
, (5ô Li/-ic"
FIELD
MOISTURE
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
P.C.F.
- MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
COMPACTION
PERCENT
REL COMP.
REQUIRED
REMARKS: 1i5/ ow'ID
TEST IS LOCATION OF TEST
FIELD
MOISTURE -
%P.C.F.
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
COMPACTION
PERCENT
REL. COMP.
REQUIRED
REMARKS: ' I'VE
-
/3 ,J j&g /3•6 90 ,1/ 9oO
TEST IS LOCATION OF TEST
8 G1 OS 'fr- a
FIELD
MOISTURE -
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
PERCENT
REL COMP.
REMARKS: E,C)1T l(.'J'1D
¼ ¼ P.C.F. COMPACTION REQUIRED
'-
/4Jç /\3 90 70.a
TEST IS LOCATION OF TEST
FIELD
MOISTURE
¼
OPTIMUM
MOISTURE
¼
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
COMPACTION
PERCENT
REL COMP.
REQUIRED
REMARKS:
.
PEn i 0,3 b
TEST U LOCATION OF TEST -
C0L///O'B, -
FIELD
OISTURE
¼
OPTIMUM
- MOISTURE
¼
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
COMPACTION
PERCENT
REL COMP.
REQUIRED
REMARKS: -
/
--
AEL102 (04/89)
W 7940 Arjons Dr., Suite A
San Diego, CA 92126
(619) 695-3730
CLIENT:
.cifl'oj
AMERICAN ENGINEERING LABORATORIES, INC..
0 350 S. Maple St., Unit K 0 515 Galaxy Way, 0 58945 Business Center Dr.. Unit A
Corona, CA 91720 MOdesto, CA 95356 Yucca Valley, CA 92284
(714) 272-4230 (209) 576-0813 (619) 228-1754
PROJECT: DATE: - -
or) bw ' jPc&77D. I.D. NO.: _ Tb
-.
PROJECT NO.:
REPORT OF FIELD COMPACTION TEST
TEST # LOCATION OF TEST
FIELD
MOISTURE
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
COMPACTION
PERCENT
REL. COMP.
REQUIRED
REMARKS: RorU'....._frjY
EJsT I 12 j3a • iO
TEST U LOCATION OF TEST -
FIELD
MOISTURE
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY
PERCENT
RELATIVE '
COMPACTION
PERCENT
REL. COMP.
REQUIRED
REMARKS: — OtO 'vi 1,. 1
)3 o 5
TEST U LOCATION OF TEST
FIELD
MOISTURE
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
P.C.F.
MAXIMUM'
DRY DENSITY
PERCENT
RELATIVE
COMPACTION
PERCENT
REQUIRED
REL. COMP.1-
REMARKS: J -7
S
___________
TEST U LOCATION OF TEST
-
U /EB0^4D Li T ,)O'nflw
FIELD OPTIMUM FIELD MAXIMUM PERCENT PERCENT REMARKS:
MOISTURE MOISTURE DRY DENSITY DRY DENSITY
I
RELATIVE REL. COMP.
% % P.C.F. - COMPACTION REQUIRED
TEST .LOCATION OF TEST S -
FIELD
OISTURE
OPTIMUM
MOISTURE
FIELD
DRY DENSITY.
MAXIMUM
DRY DENSITY
PERCENT
CO
RELATIVE
MPACTION
PERCENT ,
REL COMP.
RE
REMARKS:
S
)es-1
fl6P
AEL102(04/89)
American Engineering Uboratories, Inc
San Diego, CA 92116
-
7940
Telephone (619) 695-3730:,
San Diego • Modesto • Corona • Yucca Valley
REcEIvp
OCT
To: - CITY, OF CARLSBAD • :
1 198 ate: October 2, 1989
20751. Las Palmas Drive MUNIc,pA ,S -
Carlsbad, CA 92004-4859 .. r. PRO
-
.'SV!Of f
Project: PALOMAR AIRPORT ROAD. . : •.. 'Project #: 1172.8
• Carlsbad,. CA .. •
C r' - . S ' ' .•
Gentlemen
Enclosed are the compaction reports for the dates of:.9/1/89, 9/5/89,
9/6/89, 9/7/89, 9/8/89, 9/11/89, 9/12/89,.9/13/89
-, All work monitored by our technicians and inspectors was done in
accordance withaplicable 'codes and specifications, unless otherwise
noted.. S • • S S • S - • •
Should you have.anyfurther.questions, please do.not hesitate to • -
.5 contact 'our office. •• S
• •• • 5
•• S
AMERICAN ENGINEER1-NG,-LABO-RATORIES,. INC. • S • ••• ••• S ••, •
Reviewed by
ROBERT ZIKELI. - 'erations Manager S - . - • -
I1YOFCARLSBAD7
U __
AMERICAN ENGINEERING LABORATORIES, INC .4i
, 7940 Arjons Dr., Suite A 0 350 S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business Center Dr., Unit A
San Diego, CA 92126 . Corona, CA 91720 . Modesto, CA 95356 Yucca Valley, CA 92284
(619) 695-3730 (714) 272-4230 (209) 576-0813 (619) 228-1754
CLIENT: .- PROJECT . DATE:
Cfl'OF 58ID ED.. I.D. NO:
PROJECT NO.: '11/-2 .&
REPORT OF FIELD COMPACTION TEST
TEST # LOCATION OF TEST . . -.
FIELD
MOISTURE
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
p:c.F.
MAXIMUM
DRY DENSITY
'PERCENT
RELATIVE
COMPACTION
PERCENT
REQUIRED
REL COMP.w'- REMARKS: •: p.
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TEST II LOCATION OF TEST
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FIELD
MOISTURE
%•
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY
-
PERCENT
RELATIVE
COMPACTION
PERCENT
REL. COMP.
REQUIRED
REMARKS: I / 6
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TEST # LOCATION OF TEST
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FIELD
MOISTURE.
OPTIMUM
MOISTURE -
FIELD
DRY DENSITY
P.C.F. .
MAXIMUM
DRY DENSITY
•
PERCENT
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COMPACTION
PERCENT
REQUIRED
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REMARKS: u7fl Pr)r L,AJ
____
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TEST # LOCATION OF TEST
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FIELD
MOISTURE - %.
OPTIMUM
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DRY DENSITY
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REMARKS: ,•pC,'7I Zp,'y
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TEST # LOCATION OF TEST
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FIELD
MOISTURE
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OPTIMUM
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DRY DENSITY
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MAXIMUM
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PERCENT
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REMARKS: Sc,#7fr
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. AMERICAN ENGINEERING LABORATORIES, INC.
.7940 Arjons Dr., Suite A 0 350 S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business Center Dr., Unit A
Sari Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284
(619) 695-3730 (714) 272-4230 (209) 576-0813 (619) 228-1754
CLIENT:
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REPORT OF FIELD COMPACTION TEST
TEST LOCATION OF TEST
___ .
FIELD OPTIMUM FIELD MAXIMUM PERCENT PERCENT. REMARKS: .
- REL COMP. MOISTURE MOISTURE DRY DENSITY DRY DENSITY: RELATIVE
P.C.F. - . COMPACTION REQUIRED .
TEST # LOCATION OF TEST
O( '/ FIELD
MOISTURE
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
COMPACTION
PERCENT
REL. COMP.
REQUIRED
REMARKS:
•
____
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TEST # LOCATION OF TEST . , .
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FIELD
MOISTURE
OPTIMUM
MOISTURE
%
FIELD
DRY DENSITY
P.C.F.
-MAXIMUM
DRY DENSITY
-
PERCENT
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COMPACTION
PERCENT
REL. COMP.
REQUIRED
REMARKS: •
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-
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- £ J37. /3 %T&4
TEST # LOCATION OF TEST :
FIELD
MOISTURE
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
COMPACTION
PERCENT
REQUIRED
REL. COMP. REMARKS:
TEST LOCATION OF TEST
FIELD
MOISTURE
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
DRY-DENSITY
.
PERCENT
RELATIVE
COMPACTION
PERCENT
REQUIRED.
REL COMP. REMARKS:
13d 95T -Ts0.
PROJECT:
1/o Thf( RD.
DATE: 9.jr. S9
I.D.NO:
PROJECT NO.:
a
AMERICAN ENGINEERING LABORATORIES, INC
7940 Arjons Dr., Suite A 0 350 S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business Center Dr., Unit A
San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284
(619) 695-3730 . (714) 272-4230 (209) 576-0813 (619) 228-1754
CLIENT: PROJECT: . . DATE: 9,- _5P PiR J?T1' I.D.NO.:
PROJECT NO.:
REPORT OF FIELD COMPACTION TEST
TEST S LOCATION OF TEST
FIELD - OPTIMUM FIELD MAXIMUM I PERCENT I PERCENT I REMARKS: QO77t' 51DE MOISTURE MOISTURE I DRY DENSITY DRY DENSITY I RELATIVE I REL COMP. I
P.C.F. I . - I COMPACTION I REQUIRED
5 /3S 3 73
TESTS . . . .
____
LOCATION OF TEST
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FIELD
MOISTURE
OPTIMUM
MOISTURE
%
I FIELD I DRY DENSITY I P.C.F.
I MAXIMUM I DRY DENSITY I
PERCENT I RELATIVE I- COMPACTION
I PERCENT I . REL COMP. I REQUIRED
REMARKS:
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TEST S LOCATION OF TEST . .
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FIELD
MOISTURE
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY
PERCENT
RELATIVE.
COMPACTION
PERCENT-—REMARKS:
. REL. COMP
REQUIRED
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TEST S LOCATION OF TEST
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FIELD
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I PERCENT
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I PERCENT I REL. COMP. I REQUIRED
I REMARKS: I I .
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TEST S LOCATION OF TEST .
___
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FIELD
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OPTIMUM
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I DRY DENSITY I P.C.F.
MAXIMUM I DRY DENSITY I .
I PERCENT I RELATIVE
COMPACTION
J PERCEN T
REL COMP.
I REQUIRED
REMARKS: d -77
AMERICAN ENGINEERING LABORATORIES, INC.
67940 Arjons Dr., Suite A 0 350 S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business Center Dr., Unit A
San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284
(619) 695-3730 (714) 272-4230 (209) 576-0813 (619) 228-1754
jINT: . f PROJECT: DATE:
i ly cfl '—' ' PJcFri 'RfI 1? I.D. NO.:
PROJECT NO.:
REPORT OF FIELD COMPACTION TEST
TEST LOCATION OF TEST -
FIELD
MOISTURE
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
COMPACTION
PERCENT
REL COMP.
REQUIRED
REMARKS: / 00 _
TEST LOCATION OF TEST
/ - - / /3 , r2
FIELD
MOISTURE
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
. DRY DENSITY
PERCENT
RELATIVE
COMPACTION
PERCENT
REL COMP.
REQUIRED
REMARKS: / ,0' /•f
TEST A LOCATION OF TEST -
FIELD
MOISTURE
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
COMPACTION
PERCENT
REQUIRED
REL COMP. REMARKS:
TEST A LOCATION OF TEST
FIELD
MOISTURE
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY
-
PERCENT
RELATIVE
COMPACTION
PERCENT
REL. COMP.
REQUIRED
REMARKS: Z - 190 V174 -s
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TEST A LOCATION OF TEST -
26. i'Ci i/E
FIELD
MOISTURE
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I. FIELD I 'DRY DENSITY I P.C.F.
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DRY DENSITY
I
I PERCENT I RELATIVE
I COMPACTION
I PERCENT I REL COMP. I REQUIRED
I REMARKS:
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AI it'., In.,
AMERICAN ENGINEERING LABORATORIES, INC
7940 Arjons Dr., Suite A 0 350 S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business Center Dr., Unit A
San Diego CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284
(619) 695-3730 - (714) 272-4230 (209) 576-0813 (619) 228-1754
CLIENT: PROJECT: - DATE:
bfl r,> iil?P0fl1?D. I.D. NO..:
PROJECT NO.: / J2
REPORT OF FIELD-COMPACTION TEST
TEST N LOCATION OF TEST
FIELD OPTIMUM FIELD MAXIMUM PERCENT PERCENT REMARKS:
MOISTURE MOISTURE DRY DENSITY DRY DENSITY RELATIVE REL. COMP.
P.C.F. COMPACTION REQUIRED
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TEST N LOCATION OF TEST
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FIELD
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PERCENT
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REMARKS:
TEST # LOCATION OF TEST •
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FIELD OPTIMUM FIELD MAXIMUM PERCENT PERCENT REMARKS: j I • MOISTURE MOISTURE DRY DENSITY DRY DENSITY RELATIVE . REL COMP. .
/* PC F COMPACTION REQUIRED
TEST # LOCATION OF TEST
FIELD
MOISTURE
%
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
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REMARKS: q'i.1 '/h'.S
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TEST # LOCATION OF TEST
L- ____
FIELD
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I REMARKS: I I
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AMERICAN ENGINEERING LABORATORIES, INC.
'-7940 Arjons Dr., Suite A 0 350 S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business Center Dr., Unit A
San Diego, CA 92126 Corona; CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284
(619) 695-3730 (714) 272-4230 (209) 576-0813 . (619) 228-1754
CLIENT: PROJECT: DATE:
/7( F I
fl4p 1Q I.D. NO.:
PROJECT NO.: /J.
REPORT OF FIELD COMPACTION TEST
TEST # LOCATION OF TEST .
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FIELD
MOISTURE
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
P.C.F.' -
MAXIMUM
DRY DENSITY
.
PERCENT
RELATIVE
COMPACTION
PERCENT
REL COMP.
REQUIRED
REMARKS: /
,P £3 (, /237 133c) Cj '75c)
TEST # LOCATION OF TEST -
FIELD
I
MOISTURE
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
COMPACTION
PERCENT
REQUIRED
REL. COMP. REMARKS:
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TEST E LOCATION OF TEST .
FIELD
MOISTURE
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
COMPACTION
PERCENT
REQUIRED
REL. COMP.
REMARKS: -- -- :-
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TEST N LOCATION OF TEST -
FIELID
MOISTURE
%
OPTIMUM.
MOISTURE
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY
. -
PERCENT
RELATIVE
COMPACTION
. PERCENT
REL. COMP.
REQUIRED
REMARKS: <Ti.1 L. 'I
TEST III LOCATION OF TEST .
- FIELD
MOISTURE
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
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COMPACTION
: PERCENT
REL. COMP.
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REMARKS: - J
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AMERICAN ENGINEERING LABORATORIES, INC
J. 7940 Arjons Dr., Suite A 0 350 S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business Center Dr., Unit A
San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 YlJcca Valley, CA 92284
(619) 695-3730 (714) 272-4230 (209) 576-0813 (619) 228-1754
CLI3 PROJECT: DATE:
60 /,/ rt:F p$SjP /pyJôvf ul?i(?(. I.D. NO.:
PROJECT NO.:
REPORT OF FIELD COMPACTION TEST
TEST N LOCATION OF TEST -
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FIELD •
MOISTURE
%
OPTIMUM
MOISTURE
%
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
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RELATIVE
COMPACTION
PERCENT
REL COMP.
REOUIRED
REMARKS: 56L,77/ L Cji-1C
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TEST U LOCATION OF TEST
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FIELD
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REMARKS:
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TEST U LOCATION OF TEST
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REMARKS: 0. ,
TEST U LOCATION OF TEST
FIELD
MOISTURE
%•
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
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MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
COMPACTION
PERCENT
REL. COMP.
REQUIRED
REMARKS:
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TEST U LOCATION OF TEST
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FIELD
MOISTURE
OPTIMUM
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I FIELD I DRY DENSITY
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PERCENT I RELATIVE I COMPACTION
PERCENT
REL. COMP. I REQUIRED
I REMARKS: Qj7 Z_Ys I I
____ -,r- p33. % £ 9T
AMERICAN ENGINEERING LABORATORIES, INC.
740 Arjons Dr., Suite A 0.350 S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business Center Dr., Unit A
San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284
(619) 695-3730 (714) 272-4230 (209) 576-0813 (619) 228-1754
CLIENT: PROJECT: . DATE:
j7'o1 I'fIcThg jg 0fflo. I.D. NO.:
\vvrIi' PROJECT NO.:
REPORT OF FIELD COMPACTION TEST
TEST S LOCATION OF TEST -
1 ,.
FIELD
MOISTURE
OPTIMUM OPTIMUM
MOISTURE
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
COMPACTION
PERCENT
REL COMP.
REQUIRED
REMARKS: U V
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TESTS LOCATION OF TEST
17 HR fE A
FIELD
MOISTURE
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OPTIMUM
MOISTURE
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DRY DENSITY
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PERCENT
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COMPACTION
PERCENT
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REMARKS: acI72J •
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TEST S LOCATION OF TEST -- .
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DRY DENSITY -
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MAXIMUM
DRY DENSITY
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COMPACTION
PERCENT
REL.COMP.
REQUIRED
REMARKS: -
- -
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TESTS • LOCATION OF TEST •
FIELD
MOISTURE
OPTIMUM
MOISTURE
%
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
COMPACTION
PERCENT
REQUIRED
REL COMP.
REMARKS: cic,7 1J
TEST S LOCATION OF TEST •
2o- CA7 4;- /
FIELD
MOISTURE
OPTIMUM •
MOISTURE
FIELD
DRY DENSITY
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MAXIMUM
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COMPACTION
PERCENT
REL COMP.
REQUIRED
REMARKS:
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AMERICAN ENGINEERING LABORATORIES, INC
.,7940 Arjons Dr., Suite A 0 350 S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business Center Dr., Unit A
San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284
(619) 695-3730 - . (714) 272-4230 (209) 576-0813 (619) 228-1754
CUE T: 'PROJECT: DATE: -
CtrYFISLD Fi A1 L.D. NO.:
PROJECT
REPORT OF FIELD COMPACTION TEST
TEST # LOCATION OF TEST
Zl^le
FIELD
MOISTURE
OPTIMUM
. MOISTURE
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
COMPACTION
PERCENT
REL. COMP..
REQUIRED
REMARKS:. )L7/ 1-1t.1:S
TEST N LOCATION OF TEST . . . ,-
____
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FIELD
MOISTURE
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY
PERCENT
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COMPACTION
PERCENT
REL. COMP.
REQUIRED
REMARKS: c)c..77./ LT4A16,5
£3 -S /3.O /3-O 97/ ?56
TEST # LOCATION OF TEST
FIELD OPTIMUM FIELD MAXIMUM PERCENT PERCENT REMARKS: -,c)771
MOISTURE MOISTURE DRY DENSITY .DRY DENSITY RELATIVE REL. COMP.
P.C.F. COMPACTION REQUIRED
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- TEST N LOCATION OF TEST .
FIELD OPTIMUM FIELD MAXIMUM PERCENT PERCENT REMARKS:tyet MOISTURE MOISTURE DRY DENSITY DRY DENSITY RELATIVE REL. COMP.
P.C.F. COMPACTION REQUIRED
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TEST # LOCATION OF TEST
FIELD
MOISTURE
% -
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
COMPACTION
PERCENT --
REL. COMP.
REQUIRED
REMARKS: LicNeS .
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I
AMERICAN ENGINEERING LABORATORIES, INC
. 7940 Arjons Dr., Suite A 0 350 S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business Center Dr., Unit A
San Diego, CA 92126 Corona, CA 91720 •. . Modesto, CA 95356 Yucca Valley, CA 92284
(619) 695-3730 (714) 272-4230 (209) 576-0813 . (61.9) 228-1754
CLIENT: : PROJECT:'
F7RoD 1. D. NO.:
IsI3ip PROJECT NO.:
REPORT OF FIELD COMPACTION TEST
TEST S LOCATION OF TEST . . .. .
FIELD
MOISTURE .
OPTIMUM
MOISTURE
' FIELD
DRY DENSITY
P.C.F.
I MAXIMUM
DRY DENSITY
.
PERCENT .
RELATIVE
COMPACTION
. PERCENT
REL. COMP
REQUIRED
REMARKS: igo ZA a j -ç :
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TESTS LOCATION OF TEST .
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FIELD OPTIMUM - FIELD MAXIMUM . PERCENT PERCENT REMARKS: 50 L7? MOISTURE MOISTURE DRY DENSITY DRY DENSITY RELATIVE REL COMP.
P.C.F. COMPACTION REQUIRED
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TEST S LOCATION OF TEST . . . . .
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DRY DENSITY
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COMPACTION
PERCENT
REL. COMP:
. REQUIRED
REMARKS:
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TESTS LOCATION OF TEST . . .
PILL . .. . -
FIELD
MOISTURE
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
P.C.F. .
j MAXIMUM
DRY DENSITY
.
PERCENT
RELATIVE
COMPACTION
PERCENT
REL. COMP.
REQUIRED
REMARKS: .ij777 L .
.
TEST S . LOCATION OF TEST .., - . . .,
/0 V rT L F) L) M15/ 7 ) D
FIELD
MOISTURE
- OPTIMUM
MOISTURE
%
FIELD
DRY DENSITY
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MAXIMUM
DRY DENSITY
.
PERCENT
RELATIVE
COMPACTION
PERCENT
REQUIRED
REL COMP. REMARKS:-
. .
.5 '.
-.
Atherican Engineering Laboratories, Inc.
7940 Arjons Drive, Suite A
San'Diego,CA 92126
/ Telephone (619) 695-3730-
San Diego Modesto Corona 'Yucca Valley
To: CITY OF CARLSBAD. ' Date: SEPTEMBER 28, 1989
20751 LasPalmas' Drive
Carlsbad, CA 92004-4859.
Project: PALOMAR AIRPORT ROAD •
'• Project No. : 1172
Carlsbad, CA •
RECEIVED
N nrTO31989
Gentlemen: - MuNICiPAL PROJECTS1
Enclosed are the inspection reports for the week 4I0hding:
I
• : •
•' 8/26/89, 9/23/89
All work monitored by our inspectors was done in accordance
with applicable codes and specifications unleas otherwise
noted. • • • . : • •
Should you have further questions, pleasdo not hesitate to
contact our office. •. •• . •
AMERICAN ENGINEERING LABORATORIES, INC..
S •
..
PATRICK MCGRATH - Laboratory Supervisor S •
2-CITY OF'CARLSBAD S • ' •
Page 1 of
AMERICAN ENGINEERING LABORATORIES, INC.
o 7940 Arjons Dr., Ste. A 0 350 S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business Ctr. Dr., Unit A 0 13641 John Glenn Rd., Ste. C
San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284 Apple Valley, CA 92307
(619) 695-3730 (714) 272-4230 (209) 576-0813 (619) 228-1754 (619) 247-8445
- INSPECTION REPORT
Project ii
Project Name (per plans) n( \ or-T R'I
Project Address (legal) ')() (p i- f% I Ot1l
Architect
Report No
Building Permit No
Plan File No.
Govt. Contract No.
Engineer - OSA or OSHPD #
Contractor. Q%- tf p .URI Other
INSPECTION CODE MATT SAMPLING OTY MATERIAL DESCRIPTION INSPECTION CHECKLIST
- OSHPD P11 - Concrete Cylinders _. Rini.: Hebar _____________________________ - Plan & Specs
- OSA P11 _...... Cement - Rini.: W.W.F. ______________________________ - Clearances
Specialty P49 - Mortar Samples Rini.: Tendons _____________________________ Positions
Mechanical PlO - Grout Samples ...L... _. Conc.: Mix #/psi ___________________________ Sizes
- Electrical P09 Masonry Prisms - Conc.: Mix #/psi ___________________________ __. Laps
- Rooting P17 Masonry Block Conc.: Mix #/psi Future* Continuity #/psi
Concrete P12 - Fireproofing Grout: Mix #/psi - Consolidation
- Masonry P13 - Units (block or brick) .......L. Mortar: Type/psi - Mortar Batching
Struct Steel P15 - Asphaltic Concrete - Units: Block _______________________________ _. Electrode Storage
Prestress Conc P14 - Rooting ..._. Units: Brick _______________________________ Torque Applied
Pile Driving P16 Reint. Steel .............. Steel
P47 .............. Steel - H.S. Bolts
F Fireproofing
- Waterproofing P48 H.S. Bolts - Metal Decking
Non-Destructive P31 Tendon (PT Strands) - Electrodes
Soils Technician P22 _ Other ____________ - Fireproofing
- Batch Plant P18 Other ____________ Other _____________________________________ - Corrective action required
- Bolt Pull-Out P33 _..... Other ____________ __________________________________________ Corrections completed
INSPECTION DATE:
lo r- t. p %\-e 6r, IL c. ç
CERTIFICATION OF COMPLIANCE: All of the reported work, unless otherwise noted, Complies with approved plans, specifications and applicable sections of
building Codes. This report covers the locations of the work inspected only and does not constitute engineering opinion or project Control.
INSPECTOR NAME \A c()t_ INSPECTOR COMPANY I.D. NO.
'-' (Print Clearly)
INSPECTOR SIGNATURE ..ç . (&. CERT.# __________________ DATE
NOTE: Inspections based on 4 hour minimum, 8 hour minimum after 4 hours, 2 hour minimum for all cancellations. Overtime effective on Saturday and after
3:30 p.m. on weekdays.
Page lof I
AMERICAN ENGINEERING LABORATORIES, INC.
7940 Arjons Dr., Ste. A 0 350 S. Maple St., Unit 1< 0 515 Galaxy Way 0 58945 Business CIr. Dr., Unit A 0 13641 John Glenn Rd., Ste. C
San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284 Apple Valley, CA 92307
(619) 695-3730 • (714) 272-4230 (209) 576-0813 (619) 228-1754 (619) 247-8445
INSPECTION REPORT
Project#
Project Name (per plans) Fk(. !O Y''tY' A I'(P31+
Project Address (legal)
Architect
t ,
Engineer
Contractor
Report No.
Building Permit No.
Plan File No. -
Govt. Contract No.
OSA or OSHPD U
Other
INSPECTION CODE MAT'L SAMPLING OTY MATERIAL DESCRIPTION INSPECTION CHECKLIST
- OSHPD P11 .......... Concrete Cylinders - Rinf.: Rebar _______________________________ Plan & Specs
- OSA P11 Cement ......._.... Rinf.: W.W.F. ______________________________ ............ Clearances
Specialty P49 _. Mortar Samples .__. - Rinf.: Tendons _____________________________ Positions
- Mechanical PlO - Grout Samples - Conc.: Mix U/psi ___________________________ Sizes
- Electrical P09 Masonry Prisms - Conc.: Mix U/psi .L......... Laps
- Rooting P17 Masonry Block Conc.: Mix U/psi ___________________________ Future Continuity U/psi
Concrete P12 Fireproofing Grout: Mix U/psi ___________________________ Consolidation
- Masonry P13 - Units (block or brick) - Mortar: Type/psi - Mortar Batching
- Struct Steel P15 - Asphaltic Concrete ______ - Units: Block _______________________________ ......_ Electrode Storage
- Prestress Conc P14 - Roofing Units: Brick - Torque Applied
- Pile Driving P16 ...........'Reinf. Steel - Steel
- Fireproofing P47 _.. Steel - H.S. Bolts
Waterproofing P48 - H.S. Bolts - Metal Decking
- Non-Destructive P31 - Tendon (PT Strands) Electrodes
- Soils Technician P22 - Other ____________ - Fireproofing
Corrective action required Batch Plant P18 Other ____________ - Other _____________________________________
- Bolt Putt-Out P33 Other ____________ ................... _________________________________________ Corrections completed
INSPECTION DATE:
(QV 'i' dIck Cc
+-h aoiJu- Laca1-1
C C U R -
L o S + L a rL&
- F Ie+i-
RAiJ ! (Jc/7..fF
CERTIFICATION OF COMPLIANCE: All of the reported work, unless otherwise noted, Complies with.approved pins, specifications and applicable sections of
the building codes. This report covers the locatins of the work inspected only and does not constitute engineering opinion or,project control.
OPECTOR NAME j 1'\5i '- (t) ' INSPECTOR COMPANY I.D. NO.
(Print Clea
INSPECTOR SIGNATURE tLL-
.
S
CERT. U ______________________ DATE Z/f
NOTE: Inspections based on 4 hour minimum, 8 hour minimum after 4 hours, 2 hour minimum for all cancellations. Overtime effective on Saturday and after
3:30 p.m. on weekdays. . -
American Engineering Laboratories, Inc.
7940 Aijons, Drive,.'Suite A'
San Diego, CA 92126
Telephone (619) 695-3730
- -. San Diego • Modesto • Corona • Yucca Valley
To: CITY OF CARLSBAD Date:• August 21, 1989
+ 2075 Las Palmas Drive .
Carlsbad, CA .92009-4854 .
Attn: Mike Brooks
Project: . PALOMAR AIRPORT ROAD . Project #: +1172
Carlsbad, CA . AEL #: 9G085
Gentlemen:
Enclosed are the compaction reports for the dates, of: 8/03/89 8/07/89 8/08/89
S - 8/09/89 8/10/89 8/14/89
8/15/89
All work monitored by our technicians and inspectors was done in
accordance with applicable codes and speöifications,.::unless otherwise
noted. S
0, .
. --
,0 •
S
Should you have any further questions, please do not hesitate to -
contact our office. .. .
AMERICAN ENGINEERING LABORATORIES, INC. ..
0
Reviewed by: •0 . -. . . . RECEIVED
AUG 30 1989
ROBERT M;-ZIKELI, erations Manager-
MUNICIPAL PROJECTS +
DIVISION
2 CITY OF CARLSBAD
0o 00
AMERICAN ENGINEERING LABORATORIES, INC. .7940 Arjons Dr., Suite A 0 350 S. Maple St., Unit 1< 0 515 Galaxy Way 0 58945 Business Center Dr., Unit A
San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284
(619) 695-3730 (714) 272-4230 (209) 576-0813 (619) 228-1754
CLIENT: PROJECT: DATE: 6-3'5'
cjr,r oF Pc? 'R I.D. NO.: q 1
PROJECT NO.:
REPORT OF FIELD COMPACTION TEST
TEST *1 LOCATION OF TEST
RD
FIELD
MOISTURE
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
COMPACTION
PERCENT
REL COMP.
REQUIRED
REMARKS:
' I
F,'f - Nfl )j-3 /J).. O
TEST N LOCATION OF TEST
• i 9 tcC) ./SO67 ~ (Q F f?cQ
FIELD OPTIMUM FIELD MAXIMUM PERCENT PERCENT REMARKS: MOISTURE MOISTURE DRY DENSITY DRY DENSITY RELATIVE REL. COMP.
%% P.C.F. COMPACTION REQUIRED
/2,5 )j J21 9
TEST E LOCATION OF TEST
3 ° F
FIELD
MOISTURE
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
PERCENT
REL COMP.
REMARKS:
'
P.C.F. COMPACTION REQUIRED
Hz'O )o. /25 )o1
TEST SI LOCATION OF TEST
X5dv1H 5,D (?o,O
FIELD
MOISTURE
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
COMPACTION
PERCENT
REQUIRED
REL. COMP.
REMARKS:
IiI -/E iiiT 5 1OO J1.5- F0,0 930
TEST SI LOCATION OF TEST
• O/5Op QE ofO
FIELD
MOISTURE
%%
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
COMPACTION
PERCENT
REL. COMP.
REQUIRED
REMARKS: ,
o1
AEL102 (04/89)
F_ L
AMERICAN ENGINEERING LABORATORIES, INC
•7940 Arjons Dr., Suite A 0 350 S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business Center Dr., Unit A
San Diego, CA 92126 Corona; CA 91720 Modesto,-CA 95356 Yucca Valley, CA 92284
(619) 695-3730 (714) 272-4230 (209) 576-0813 (619) 228-1754
CLIENT: PROJECT: - DATE:
PoRI I.D.NO.:
AO PROJECT NO.://
REPORT OF FIELD COMPACTION TEST
TEST II LOCATION OF TEST
9 1 Asbu- r', !&'D r
FIELD
MOISTURE
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
COMPACTION
PERCENT
REL. COMP.
REQUIRED
REMARKS: 3L/3 3f GI 1 DE
8 j ))C 12J5—
TEST U LOCATION OF TEST .
- 1 • /OL77 i D iop JD
FIELD
MOISTURE
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
COMPACTION
PERCENT
REL. COMP.
REQUIRED
REMARKS: - /. "$ .8,. 6P,4D
TEST U LOCATION OF TEST
3 At-~-Ovld q F Rn R f
FIELD
MOISTURE
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
COMPACTION
PERCENT
REL. COMP.
REQUIRED
REMARKS:., , , - -
L 1 c
C) o 4ff ii.s'
TEST I LOCATION OF TEST
Z___ SiDL cF
FIELD OPTIMUM FIELD MAXIMUJ PERCENT PERCENT REMARKS: ' 'O I. '''- MOISTURE MOISTURE DRY DENSITY DRY DENSITY RELATIVE REL. COMP.
%% P.C.F. COMPACTION REQUIRED
TEST U LOCATION OF TEST -
c3i:5p /m RD
FIELD
MOISTURE
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
COMPACTION
PERCENT
REL. COMP.
REQUIRED
REMARKS: 30,3 8's E REiX'
PPi,4L) /o jç ji -J2c sTo
AEL102 (04/89)
AMERICAN ENGINEERING LABORATORIES, INC. .7940 Arjons Dr., Suite A 0 350 S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business Center Dr., Unit A
San Diego, CA 92126 Corona, CA 91720 : Modesto, CA 95356 Yucca Valley, CA 92284
(619) 695-3730 (714)272-4230 (209) 576-0813 (619) 228-1754
CLUE T: PROJECT: . DATE:
CTiYFcfI?)SI3FD . c . U.D. NO.: 7
FvbftD PROJECT NO.: (I
REPORT OF FIELD COMPACTION TEST
TEST E LOCATION OF TEST
/DEc-fi?D
FIELD
MOISTURE
OPTIMUM
MOISTURE
%
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
.DRY DENSITY
PERCENT
RELATIVE
COMPACTION
PERCENT
REL. COMP.
REQUIRED
REMARKS: G.?pD
-
flsc 63 50
TEST S LOCATION OF TEST -
- Th. HcY~o7 iI r io
FIELD
MOISTURE
%-
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
COMPACTION
PERCENT
REL COMP.
REQUIRED
REMARKS:1 I.
TEST S LOCATION OF TEST
.
FIELD
MOISTURE
%%
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
COMPACTION
PERCENT
REL. COMP.
REQUIRED
REMARKS: El. Su5 cRpDr
-
9LJ )I~ ))57.
TEST S LOCATION OF TEST
9 -tco /d67;; r
FIELD
MOISTURE
OPTIMUM
MOISTURE
%
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY REL. COMP.
%
PERCENT
RELATIVE
COMPACTION
PERCENT
REQUIRED
REMARKS: 1. L'3S R1c
--
ici.
TESTS - LOCATION OF TEST
16 &. t S" C)
-
FIELD
MOISTURE
%-
OPTIMUM
MOISTURE
FIELD
DRYDENSITY
P.C.F.
MAXIMUM
-DRY DENSITY
PERCENT
RELATIVE
COMPACTION
PERCENT
REL. COMP.
REQUIRED
REMARKS: - - "
/.O ç )11.3
AEL102 (04/89)
AMERICAN ENGINEERING LABORATORIES, INC.
I7940 Arjons Dr., Suite A .0 350 S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business Center Dr., Unit A
San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284
(619) 695-3730 (714) 272-4230 (209) 576-0813 (619) 2281754
CLIENT: . PROJECT: . DATE:
.cITVoFRrkBpAJ . 13)bP AiI?fti1 . 1. D. NO.: CO
PROJECT NO.:
REPORT OF FIELD COMPACTION TEST
TEST IS LOCATION OF TEST .
FIELD
MOISTURE
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY I
I PERCENT
I RELATIVE I I COMPACTION I
PERCENT
REL. COMP.
REOUIRED
I REMARKS I
I 9 U ~
TEST IS LOCATION OF TEST
FIELD
MOISTURE
OPTIMUM
MOISTURE
FIELD I
DRY DENSITY
P.C.F.
MAXIMUM I DRY DENSITY
I PERCENT I RELATIVE
COMPACTION
I PERCENT I REL. COMP.
REQUIRED
REMARKS: ei &1Q,APc
I
I,q
TEST U LOCATION OF TEST
13 DERAO
FIELD .
MOISTURE
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
COMPACTION
PERCENT
REL. COMP.
REOUIREO
REMARKS: ..3
.J 12.c )1~.UI
TEST U LOCATION OF TEST
.j1/
FIELD
MOISTURE
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
COMPACTIC
)c JJ7. i;.c flO
PERCENT REMARKS: REL. COMP.
REQUIRED
7gTc [D
- TESTIS - - LOCATION OF TEST
03 -tsb A56 u/ -s cs/-- 17o/
FIELD OPTIMUM FIELD MAXIMUM I PERCENT I PERCENT REMARKS: MOISTURE MOISTURE DRY DENSITY I DRY DENSITY 1 RELATIVE I REL. COMP. I P.C.F. I I COMPACTION I REQUIRED I
AEL102 (041891
r
II
AMERICAN ENGINEERING LABORATORIES, INC. .7940 Arjons Dr.; Suite A 0 350 S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business Center Dr., Unit A
San Diego, CA 92126 Corona, CA'91720 Modesto, CA 95356 Yucca Valley, CA 92284
(619) 695-3730 (714) 272-4230 (209) 576-0813 (619) 228-1754
CL!. T: PROJECT: DATE: € 8'
CVcD1 f,'tippf I.D. NO.:
CF1S3AD ' PROJECT NO.:
REPORT OF FIELD COMPACTION TEST
TESTIS LOCATION OF TEST .
/ cBJir lEJi - S)A.. 98-'
FIELD OPTIMUM FIELD MAXIMUM PERCENT PERCENT ' REMARKS: . £u8 tADc'
MOISTURE
%
MOISTURE DRY DENSITY
P.C.F.
DRY DENSITY RELATIVE
COMPACTION
REL. COMP.
REQUIRED ,
)O3(a /L)' K~-3 cJO) Fp.jj,ED—)y —p Rifres
TEST ' LOCATION OF TEST
_____ LP7? MLOjlJi S) A. h1cO ' S
FIELD
MOISTURE
%-%
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY
PERCENT
- RELATIVE
'COMPACTION
PERCENT
REL. COMP.
REMARKS: ~A I'
tr...PFtCI1Or'1
70 12c
REQUIRED
V. /Q..o-jc 83;1 .' '10 .O
TEST IS LOCATION OF TEST '
3 ~7 jnc
FIELD
MOISTURE
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
- MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
PERCENT
REL. COMP.
REMARKS: .1 'jDgti vI3 cRP'
P.C.F. ' COMPACTION REQUIRED
- - ktIut.
TEST IS LOCATION OF TEST
r7 MeDiuri- JI), 1 FIELD OPTIMUM FIELD MAXIMUM , PERCENT PERCENT REMARKS: /5J . iDtU" MOISTURE MOISTURE DRY DENSITY DRY DENSITY RELATIVE REL. COMP.
P.C.F. COMPACTION REQUIRED
P,)o- Tqe o7sT ao io' o
TEST IS - LOCATION OF TEST
M elo i
FIELD
MOISTURE
%
____
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MOISTURE
'A
FIELD
DRY DENSITY
'P.C.F.
MAXIMUM
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':..
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PERCENT
REL. COMP.
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REMARKS:OpACkt
I '
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..,.' AEL102(04189) '
n
AMERICAN ENGINEERING LABORATORIES, INC
•7940 Arjons Dr., Suite A 0 350 S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business Center Dr., Unit A
San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284
(619) 695-3730 (714) 272-4230 (209) 576-0813 (619) 228-1754
CLIENT: p PROJECT: DATE:
:TVOFa?cD 3tR1? pRT . NO.: q
PROJECT NO.: Ii
. REPORT OF FIELD COMPACTION TEST•
TEST U LOCATION OF TEST
M3 G(?ID - 50 S'DC
FIELD
MOISTURE
OPTIMUM I
MOISTURE I
% I
FIELD
DRY DENSITY
P.C.F.
I MAXIMUM I DRY DENSITY I . ,
I PERCENT I RELATIVE I COMPACTION
I PERCENT I REL. COMP. I REQUIRED
I REMARKS I (? I
f2 ç
TEST U LOCATION OF TEST
FIELD
MOISTURE
%P.C.F.
OPTIMUM
- MOISTURE
FIELD
DRY DENSITY
MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
COMPACTION
PERCENT
REL. COMP.
REQUIRED
REMARKS: PSit
çç /f. /2C /I( /ç c. • SC)
TEST U LOCATION OF TEST
FIELD
MOISTURE
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY
PERCENT
RELATIVE'
COMPACTION
PERCENT
REL. COMP.
REQUIRED
REMARKS: 't) " r
11C 1f71 .
TESTS LOCATION OF TEST • - •
FIELD
MOISTURE
OPTIMUM -
MOISTURE
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
COMPACTION
PERCENT
REQUIRED
HEL. COMP.
REMARKS:
TESTS • LOCATION OF TEST , • - . •
t . •. -
FIELD
MOISTURE
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
P.C.F.
- MAXIMUM
DRY DENSITY REL COMP.
%
PERCENT
RELATIVE
COMPACTION
PERCENT
. REQUIRED
REMARKS: , S
.
AEL102 (04/89) S -
AMERICAN ENGINEERING LABORATORIES, INC .7940 Arjons Dr., Suite A 0 350 S. Maple St., Unit K 0 515 Galaxy Way '. 0 58945 Business Center Dr., Unit A
San Diego, CA 92126 . Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284
(619) 695-3730 (714) 272-4230 (209) 576-0813 (619) 228-1754
CLIENT: PROJECT: DATE: 9- 'ç
ciYr'c' . f !/QI0I2T .. I.D.NO.:
p,12ISI F (?OA PROJECT NO.: ))'
REPORT OF FIELD COMPACTION TEST
TEST SI LOCATION OF TEST
/ /. - Li
FIELD
MOISTURE
OPTIMUM
MOISTURE I FIELD
DAY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
COMPACTION
PERCENT
REL COMP.
REQUIRED
REMARKS:
./ ,3 Q
TEST SI LOCATION OF TEST ,
FIELD OPTIMUM ' FIELD ' MAXIMUM PERCENT PERCENT REMARKS:
MOISTURE MOISTURE DRY DENSITY DRY DENSITY RELATIVE REL. COMP.
P.C.F. COMPACTION REQUIRED
TEST SI LOCATION OF TEST
94c /so,SI2e-. v az
FIELD
MOISTURE
OPTIMUM'
MOISTURE
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
COMPACTION
PERCENT
' REL. COMP.
REQUIRED
REMARKS:
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TEST SI LOCATION OF TEST .
L I -7 flç) / Sc), ~iF - io LijiE çuRR - Fc 18 MIC
FIELD OPTIMUM FIELD MAXIMUM PERCENT PERCENT REMARKS:
MOISTURE . MOISTURE DRY DENSITY DRY DENSITY, RELATIVE REL. COMP.
P.C.F. COMPACTION REQUIRED
Zr-Ai ' 122.0 ,j ,O. b
TEST IS LOCATION OF TEST
'L,i sz
FIELD OPTIMUM FIELD MAXIMUM . DRY DENSITY
PERCENT PERCENT REMARKS:
MOISTURE MOISTURE DRY DENSITY RELATIVE REL. COMP.
%% P.C.F. COMPACTION REQUIRED' .
/5;I - /36,1O•c
AEL102 (04/89)
AMERICAN ENGINEERING LABORATORIES, INC
I
7940 Arjons Dr., Suite A 0 350 S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business Center Dr., Unit A
San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucéa Valley, CA 92284
(619) 695-3730 (714) 272-4230 (209) 576-0813 (619) 228-1754
CLIENT: PROJECT: DATE:
PNOMFI Q JQ Pc.i7 I.D. NO.: *? -085
PROJECT NO.: i/7.2.
REPORT OF FIELD COMPACTION TEST
TEST N LOCATION OF TEST - -
Lj'pJc
FIELD OPTIMUM FIELD . MAXIMUM PERCENT PERCENT REMARKS:
MOISTURE MOISTURE DRY DENSITY DRY DENSITY RELATIVE REL. COMP. ¼I % P.C.F. COMPACTION REQUIRED
/cse- :
TEST S . LOCATION OF TEST
7
- / Lj'NE - . S,pe/± " I35
FIELD OPTIMUM FIELD MAXIMUM PERCENT PERCENT REMARKS:
MOISTURE MOISTURE DRY DENSITY DRY DENSITY RELATIVE REL. COMP.
¼ P.C.F. COMPACTION REQUIRED
____ (' J)-)•O /3.c5[j
TEST # LOCATION OF TEST
? Z- -30 'DE/ ';85
FIELD
MOISTURE
OPTIMUM
MOISTURE
¼
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY.
PERCENT
RELATIVE
COMPACTION
PERCENT
REL. COMP.
REQUIRED
REMARKS: I /'/6S, I o P '
ñ-ScD 1.3 I]4 /3.O D3 70d
TESTIS LOCATION OF TEST
A. 013 0 - 5 Ll S' h
FIELD
MOISTURE
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
PERCENT
REL. COMP.
REMARKS: -
- / Q/ 9 ¼ % P.C.F. COMPACTION REQUIRED
1S&D c*)
TEST SI LOCATION OF TEST -
ZRBLime- -.5Dc/
FIELD
MOISTURE
OPTIMUM
MOISTURE
- FIELD
DRY DENSITY
MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
PERCENT -
REL. COMP.
REMARKS:
¼ ¼ P.C.F. COMPACTION REQUIRED - -
o .3 /:)
n
AEL102 (04/89)
n
AMERICAN ENGINEERING LABORATORIES, INC.
S7940 Arjons Dr., Suite A 0 350 S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business Center Dr., Unit A
San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284
(619) 695-3730 (714) 2724230 (209) 576-0813 (619) 228-1754
CLIENT: PROJECT: DATE: 9 -
ciT'( F FOypt? AI PO I1 '1.0. NO.: q 67-o
2I8i1 1oPD PROJECT NO.:
REPORTOF FIELD COMPACTION TEST
TEST 4 LOCATION OF TEST
IL £7
FIELD
MOISTURE
%
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
COMPACTION
PERCENT
REL COMP.
REQUIRED
REMARKS:
J3.6 3 9t3
TEST U LOCATION OF TEST
FIELD
MOISTURE
OPTIMUM
MOISTURE
FIELD
DRY DENSITY!
P.C.F.
MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
COMPACTION
PERCENT
REL. COMP.
REQUIRED
REMARKS:
TEST U LOCATION OF TEST 0
/3 5Th.
FIELD
MOISTURE
%
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
COMPACTION
PERCENT
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REQUIRED
REMARKS:
,rf
TEST U LOCATION OF TEST
FIELD
MOISTURE
%%
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
P.C.F.
MAXIMUM.
DRY DENSITY
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PERCENT
REL. COMP.
REQUIRED
REMARKS:
TEST U - LOCATION OF TEST
75 C
FIELD
MOISTURE
%
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY
PERCENT
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PERCENT
REL. COMP.
REQUIRED
REMARKS:
F,1' ( all. I ic) 904 5'O
AEL102 (04189) -
AMERICAN ENGINEERING LABORATORIES, INC .7940 Arjons Dr., Suite A 0 350 S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business Center Dr., Unit A
San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284
(619) 695-3730 (714) 272-4230 (209) 576-0813 (619) 228-1754
CLIENT: PROJECT: DATE: 9
j%Jor- r4a .P1P T I.D. NO.: q
PROJECT NO.: 1172f~
REPORT OF FIELD COMPACTION TEST
TEST N LOCATION OF TEST
Th:'6 '— 5
FIELD OPTIMUM FIELD MAXIMUM PERCENT PERCENT REMARKS:
REL. COMP. MOISTURE MOISTURE DRY DENSITY DRY DENSITY RELATIVE
V. P.C.F. COMPACTION REQUIRED
p,,ç /24t -c '?5.o
TEST N LOCATION OF TEST
17 5Z 'fr- Rtiioc 1 'i2
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MAXIMUM
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I (,• 13)3 io 95 I s:ô
REMARKS: j;
TEST N LOCATION OF TEST
jc
FIELD OPTIMUM FIELD MAXIMUM PERCENT PERCENT REMARKS:
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(,-57 )3).? )3.0 J5L/
TEST N LOCATION OF TEST
FIELD OPTIMUM FIELD MAXIMUM PERCENT PERCENT REMARKS:
MOISTURE MOISTURE DRY DENSITY DRY DENSITY RELATIVE REL. COUP.
%% P.C.F. - COMPACTION REQUIRED
3T )3 1J3& 764 615 .e s ç
TEST N LOCATION OF TEST
FIELD
MOISTURE
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
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PERCENT
REL COUP.
REQUIRED
REMARKS:
4 - (ç 13L1$ /3&.°
AEL102 (04/89)
AMERICAN ENGINEERING LABORATORIES, INC
S7940 Arjons Dr., Suite A 0 350 S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business Center Dr., Unit A
San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284,
(619) 695-3730 (714) 272-4230 (209) 576-0813 (619) 228-1754
CLIENT: PROJECT: . . DATE:-
Po,ri r3utPalI?oPsD I.D.NO.:
PROJECT NO.:
REPORT OF FIELD COMPACTION TEST
TEST # LOCATION OF TEST
"E '
FIELD
MOISTURE
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
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MAXIMUM
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PERCENT
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REQUIRED
REMARKS: G. S rID C o P
o ( - ) j . /
TEST N LOCATION OF TEST
FIELD
MOISTURE
OPTIMUM
MOISTURE
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DRY DENSITY
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.
PERCENT
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COMPACTION
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REMARKS: . ,.. ' ó RD
TEST I LOCATION OF TEST ..
23 3
FIELD OPTIMUM FIELD MAXIMUM PERCENT PERCENT REMARKS: , .- " "c os MOISTURE MOISTURE DRY DENSITY DRY DENSITY RELATIVE REL. COMP.
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PJ~jD 60' 5
TEST U LOCATION OF TEST
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REMARKS: d ' - i-'-
-5 13.6 ,3O 3.5 15C
TEST U LOCATION OF TEST
S
FIELD
MOISTURE
%
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MAXIMUM
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PERCENT
REQUIRED
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REMARKS: 5.i( cp /70 AL -
b-. i
AEL102 (04/89)
L
AMERICAN ENGINEERING LABORATORIES, INC
.7940 Arjons Dr., Suite A 0350 S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business Center Dr., Unit A
San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284
(619) 695-3730 (714) 2724230 (209) 576-0813 (619) 228-1754
CLIENT: PROJECT: S DATE:
I.D.NO.:
ko PROJECT NO.: 1/72 25
REPORT OF FIELD COMPACTION TEST
TEST U LOCATION OF TEST
FIELD OPTIMUM FIELD MAXIMUM PERCENT PERCENT REMARKS:
0 3 - .5' MOISTURE MOISTURE DRY DENSITY DRY DENSITY RELATIVE REL. COMP.
P.C.F. COMPACTION REQUIRED
J36.0 /3.o 73.6 Tc
TEST U LOCATION OF TEST S
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FIELD
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MOISTURE
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P.C.F. COMPACTION REQUIRED
tsü cc' 23-22 '3° 1'
TEST U LOCATION OF TEST
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/3fS .C) 7çL/
TEST U LOCATION OF TEST S
FIELD OPTIMUM FIELD MAXIMUM PERCENT PERCENT REMARKS:
MOISTURE MOISTURE DRY DENSITY DRY DENSITY RELATIVE REL. COMP.
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TEST U LOCATION OF TEST S
FIELD
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PERCENT
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REQUIRED
REMARKS:
AEL102 (04189)
I
AMERICAN ENGINEERING LABORATORIES, INC
I
7940 Arjons Dr., Suite A 0 350 S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business Center Dr., Unit A
San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284
(619) 695-3730 (714) 272-4230 (209) 576-0813 , (619) 228-1754
CLIENT: PROJECT — S DATE: - C'
( 0!- thkiIYR Fi'RPoJ?) I.D. NO.: i7
nD rLThO PROJECT NO JJ7J_5'
REPORT OF FIELD COMPACTION 'TEST
TEST I# LOCATION OF TEST
I 3U13 --i i as -SO Si e c& RD
FIELD
MOISTURE
OPTIMUM
MOISTURE
FIELD.
DRY DENSITY
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MAXIMUM
DRY DENSITY
PERCENT
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PERCENT
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REOUIRED
REMARKS:
S
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TEST U LOCATION OF TEST - S
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FIELD
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REMARKS:
-•
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TEST U LOCATION OF TEST
/p F i?O,
FIELD
MOISTURE
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REMARKS:
P.C.F. COMPACTION REQUIRED
j'..ç
TEST U LOCATION OF TEST S
So-
FIELD
MOISTURE
¼
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REMARKS:
7, 2
TEST U - LOCATION OF TEST
IS ) -t : c -so-.
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¼
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REMARKS: . -
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AEL102 (04/89). - S •S ,
AMERICAN ENGINEERING LABORATORIES, INC .940 Arjons Dr., Suite A 0.350 S. Maple St., Unit K ' 0 515 Galaxy Way 0 58945 Business Center Dr., Unit A
San Diego, CA 92126 Corona, CA 91720 ' Modesto, CA 95356 ' Yucca Valley, CA 92284
(619) 695-3730 (714) 272-4230 (209) 576-0813 (619) 228-1754
CLIENT: PROJECT: ' DATE:
I.D. NO.: q -O8S
PO F)D PROJECT NO.: /J7S
REPORT OF FIELD COMPACTION TEST'
TEST II LOCATION OF TEST
ir f1,is — /DI 601Flk)P0 '
FIELD
MOISTURE
, OPTIMUM
MOISTURE
%
FIELD
DRY DENSITY
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PERCENT .
REL. COMP.
REQUIRED
REMARKS: , f ,
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TEST S LOCATION OF TEST
0C
FIELD
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, MOISTURE
FIELD
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REMARKS:
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TESTS LOCATION OF TEST ,
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REMARKS: ' S. &
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TEST IS LOCATION OF TEST
/3 Kn. c)r-
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REMARKS:
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PERCENT
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REMARKS:
fD /3-3'_ /2- /J7.
AEL102 (04/89)
AMERICAN ENGINEERING LABORATORIES, INC
91-U40 Arjons Dr., Suite A 0 350 S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business Center Dr., Unit A
San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Vucàa Valley, CA 92284
(619) 695-3730 (714) 272-4230 (209) 576-0813 (619) 228-1754
CLIENT: PROJECT: . DATE: "
PiTiAD I.D. NO.:
PROJECT NO.: )/7D '
REPORT OF FIELD COMPACTION TEST
TEST I LOCATION OF TEST
'7C
FIELD
MOISTURE
%
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
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PERCENT
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COMPACTION
PERCENT
REL. COMP.
REQUIRED
REMARKS: areAo- 1?iSc.
iss i- 7S3 $O
TEST # - LOCATION OF TEST ,
-
FIELD
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DRY DENSITY
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MAXIMUM
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RELATIVE
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PERCENT
REQUIRED
REL. COMP. REMARKS:
TEST # LOCATION OF TEST
FIELD
MOISTURE
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
COMPACTION
PERCENT
REQUIRED
REL. COMP. REMARKS: j' 1
TEST St LOCATION OF TEST .
FIELD
MOISTURE
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
COMPACTION
PERCENT
REL. COMP.
REQUIRED
REMARKS: -_ -
TEST IS LOCATION OF TEST S 5
FIELD
MOISTURE
OPTIMUM
MOISTURE
%
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY REL. COMP.
%
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PERCENT
REQUIRED
REMARKS:
1i'1-
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S
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AEL102 (04/89) 5
r
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AMERICAN ENGINEERING LABORATORIES, INC.
S7940 Arjons Dr., Suite A 0 350 S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business Center Dr., Unit A
San Diego,CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284
(619) 695-3730 (714) 272-4230 (209) 576-0813 (619) 228-1754
CLIENT: PROJECT: : DATE: ''-jj•.S' v F&? 1 1.0. NO.: 1(2 -O%
lz~l P)D PROJECT NO.: 1/ 7. 5
REPORT OF FIELD COMPACTION TEST
TEST S LOCATION OF TEST
5u8- Fi'i•9 -)cy
FIELD OPTIMUM FIELD MAXIMUM PERCENT PERCENT REMARKS:
MOISTURE MOISTURE DRY DENSITY DRY DENSITY RELATIVE REL. COMP.
P.C.F. COMPACTION REQUIRED
1 /0.3 ) 1/7.3 jj %.S 90
TEST S LOCATION OF TEST -
/R1Ic1PIN H -'- 9 ____
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% P.C.F. COMPACTION REQUIRED
/ 0
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TEST S LOCATION OF TEST
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REQUIRED
REMARKS:
Ppc O, ~ /f1 ).O D.1 9o.
TEST S LOCATION OF TEST
FIELD OPTIMUM FIELD MAXIMUM PERCENT PERCENT REMARKS:
MOISTURE MOISTURE DRY DENSITY DRY DENSITY RELATIVE REL. COMP.
P.C.F. COMPACTION REQUIRED ..
?sc /39.6 O7 o.o
TEST S LOCATION OF TEST
. (Oç) n. oR - iO&ai nO
FIELD
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PERCENT
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REMARKS:
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AEL102 (04/89)
I
AMERICAN ENGINEERING LABORATORIES, INC.
7940 Arjons Dr., Suite A D 350 S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business Center Dr., Unit A
San Diego, CA 92126 . Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284
(619) 695-3730 (714) ?72-4230 (209) 576-0813 (619) 228-1754
CLIENT: ' PROJECT: DATE:
Q' FFRIs2D %Jo A1frRY?I ' I.D. NO.:
1o0 , PROJECT NO.:
REPORT, OF FIELD COMPACTION TEST
TEST S LOCATION OF TEST
SO. 1n cF /?opD
FIELD
MOISTURE
%
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY
PERCENT
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COMPACTION
PERCENT
REL. COMP.
REQUIRED
REMARKS:
CI i(?13 GRpgD5
P T.'o.c'
TEST S LOCATION OF TEST
7 - . Rnc6
FIELD
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REMARKS: - U(?I3 i'F P.C.F. COMPACTION REQUIRED
Th~ _ cA /3j 9c.O
TESTS LOCATION OF TEST
SID
FIELD
MOISTURE
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DRY DENSITY
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DRY DENSITY
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REMARKS: - 3p'f G,APc Li
.c
TEST S LOCATION OF TEST
FIELD
MOISTURE
OPTIMUM
MOISTURE
¼
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
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PERCENT
RELATIVE
COMPACTION
REL. COMP.
%
PERCENT
REQUIRED
REMARKS:
TEST S LOCATION OF TEST -
i____________________
FIELD
MOISTURE
¼
OPTIMUM
MOISTURE
1 , ¼
FIELD
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' P.C.F.
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'
PERCENT
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PERCENT
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REMARKS: ?'i2 '__1
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AEL102 (04/89)
L
AMERICAN ENGINEERING LABORATORIES, INC .7940 Arjons Dr., Suite A 0 350 S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business Center Dr., Unit A
San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284
(619) 695-3730 (714) 272-4230 (209) 576-0813 (619) 228-1754
CLIENT: PROJECT: DATE:.//69
R,)OwAR JT I.D.NO.: q67 -o
APE 'iD PROJECT NO.: ii 7.
REPORT OF FIELD COMPACTION TEST
TEST 1$ LOCATION OF TEST
II 11C)Cj.- J4. f3j3— 5x. S'p6 F[bO
FIELD
MOISTURE
OPTIMUM
MOISTURE
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DRY DENSITY
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DRY DENSITY
PERCENT
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PERCENT
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REMARKS: - ui(3 REQt
P.C.F. COMPACTION REQUIRED
1!fDi?Icr
TEST U LOCATION OF TEST
/ - ' .• ____ - So . -
FIELD
MOISTURE
%
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%
FIELD
DAY DENSITY
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MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
COMPACTION
PERCENT
REL. COMP.
REQUIRED
REMARKS:
/%ss
TEST N LOCATION OF TEST
13 - J-. 9Dt ei'7oO
FIELD
MOISTURE
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MOISTURE I
%
FIELD
DRY DENSITY I P.C.F.
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I PERCENT I REL. COMP. I REQUIRED
REMARKS: L) 3 GRt6 I
3ç ____ (p-c /3• %.a F9O.o
TEST U LOCATION OF TEST -
FIELD
MOISTURE
OPTIMUM
MOISTURE
%
FIELD
DRY DENSITY
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MAXIMUM
DRY DENSITY
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COMPACTION
REL. COMP.
%
PERCENT
REQUIRED
REMARKS: -.
c g.c
TEST U LOCATION OF TEST -
15 Od - ! )?cJ)
FIELD
MOISTURE
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
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PERCENT
REQUIRED
REMARKS: '-.
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AEL1O2 (04/89)
I
AMERICAN ENGINEERING LABORATORIES, INC.
7940 Arjons Dr., Suite A 0 350 S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business Center Dr., Unit A
San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284
(619) 695-3730 (714) 272-4230 (209) 576-0813 (619) 228-1754
CLIENT: PROJECT: - DATE:
C)'C1FP I'z jir?P) I.D. NO.:
PROJECT NO.:
REPORT OF FIELD COMPACTION TEST
TEST S LOCATION OF TEST
oc) f. I3nsc - &. S;DcF [coi I
FIELD • OPTIMUM I FIELD MAXIMUM PERCENT I PERCENT I REMARKS: R13 GR1c MOISTURE MOISTURE I DRY DENSITY DRY DENSITY I RELATIVE REL. COMP. I I P.C.F. I I COMPACTION I REQUIRED I I
TESTS LOCATION OF TEST
17 sKoo
FIELD
MOISTURE
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MAXIMUM
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PERCENT
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PERCENT
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REQUIRED
REMARKS: . - '.-U ¼ 13
4 JL) J3 90.d
TESTS LOCATION OF TEST
/ . •
FIELD
MOISTURE
%
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FIELD
DRY DENSITY
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REQUIRED
REMARKS: 13
1c 5
____ C3 1LI.< 13.à uO
TESTS LOCATION OF TEST •
-
FIELD •
MOISTURE
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DRY DENSITY
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PERCENT
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REMARKS: t'12 G(?PPc
P ____ $__• ). I /3g. 7 90 -C)
TESTS LOCATION OF TEST
FIELD
MOISTURE
%
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
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I REMARKS: I L1RLI GI? fiO
(0. 12/ /36
AEL102 (04I89
r
L
n
AMERICAN ENGINEERING LABORATORIES, INC. .7940 Arjons Dr., Suite A 0 350 S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business Center Dr., Unit A
San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284
(619) 695-3730 (714) 272-4230 (209) 576-0813 (619) 228-1754
CLII;NT- PROJECT:
d1-c- cRBF)r A.D.
PROJECTNO.:
REPORT OF FIELD COMPACTION TEST
TEST S LOCATION OF TEST
/ CNJg Ei'v Su- i JYD
FIELD
MOISTURE
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
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PERCENT
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COMPACTION
PERCENT
REL. COMP.
REQUIRED
REMARKS: __ G
TEST U LOCATION OF TEST
'S013S 1EY1AD - 5c.S]OE rPD.
FIELD
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I FIELD I DRY DENSITY I P.C.F.
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I REMARKS I j,fj3) 1HD fi(? PED IDLIC ro Ht)
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TEST U LOCATION OF TEST
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I FIELD
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-
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I PERCENT I REL. COMP. I REQUIRED
REMARKS:
iPPEo
IPnso
TEST U I LOCATION OF TEST
c)- Su-pp -
FIELD OPTIMUM i FIELD I MAXIMUM I PERCENT PERCENT I REMARKS: - MOISTURE MOISTURE DRY DENSITY DRY DENSITY I RELATIVE REL. COMP. I Su,3
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TEST U LOCATION OF TEST
- NI 7i N - /oc or. -
FIELD
MOISTURE
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PERCENT
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REQUIRED
REMARKS:
/L$ /I3: 6). S- 9ç
AEL102 (04/89)
AMERICAN ENGINEERING LABORATORIES, INC.
.
7940 Arjons Dr., Suite A 0 350 S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business Center Dr., Unit A
San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284
(619) 695-3730 (714) 272-4230 (209) 576-0813 (619) 228-1754
CLIENT: PROJECT: DATE:
1FVt'F CJ3R}&1) )ctp fTi?OJD . l.D. NO.:qLr
PROJECT NO.:
REPORT OF FIELD COMPACTION TEST
TEST II LOCATION OF TEST ..
- So.SID6 e F1?D
FIELD
MOISTURE
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
COMPACTION
PERCENT
REOUIRED
REL. COMP.
REMARKS:
Ii I - iier 3 L/ O .5 / c') / i• s 90o
TEST U LOCATION OF TEST
FIELD OPTIMUM FIELD MAXIMUM PERCENT PERCENT REMARKS: 3',:ise 'flOC MOISTURE MOISTURE DRY DENSITY DRY DENSITY RELATIVE REL COMP.
%P.C.F. COMPACTION REQUIRED
ci: I3 Cfl /O
TEST 0 LOCATION OF TEST
) -o8 CrEA pô Q -
FIELD OPTIMUM FIELD MAXIMUM PERCENT PERCENT REMARKS:
SUR 6I5 MOISTURE MOISTURE DRY DENSITY DRY DENSITY RELATIVE REL. COMP.
P.C.F. COMPACTION REQUIRED
S /2.O
TEST U LOCATIONOF TEST
1~7 2 R7T- So 173 Giacc
FIELD
MOISTURE
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
PERCENT
REL. COMP.
REMARKS:
SU G, i3'cE C/ DC
P.C.F. COMPACTION REQUIRED
cl.o /•3 %.7 i~To
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TEST U LOCATION OF TEST
Jo S?9-roo .
FIELD
MOISTURE
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DRY DENSITY
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MAXIMUM
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PERCENT
REL. COMP.
REQUIRED
REMARKS:
''
11-9 9.5 (221 jc' STO
AEL102 (04/89)
AMERICAN ENGINEERING LABORATORIES, INC.
•7940 Ar)ons Dr., Suite A 0 350 S. Maple St., Unit 'K 0 515 Galaxy Way 0 58945 Business Center Dr., Unit A
San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284
(619)695-3730 (714) 272-4230 (209) 576-0813
,
(619) 228-1754
CLIENT: PROJECT: DATE: /65'
5MsZ r3i'I?F0ifl I.D. NO.:
. PROJECT NO.: i/9.
REPORT OF FIELD COMPACTION TEST
TEST II • LOCATION OF TEST •' -.
FIELD
MOISTURE
OPTIMUM
MOISTURE
-
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
COMPACTION
PERCENT
REL. COMP.
REQUIRED
REMARKS: s
• i2 "Ji iaic f. TO
TEST U LOCATION OF TEST •
0
I • E P.
FIELD
MOISTURE
I1.I
OPTIMUM
MOISTURE
FIELD •
DRY DENSITY
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MAXIMUM
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•
PERCENT
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COMPACTION
PERCENT
REL. COMP.
REQUIRED
REMARKS: SIio
f~ JS iiH /2i. To SO
TEST U LOCATION OF TEST
iD6
FIELD
MOISTURE
OPTIMUM
MOISTURE
%•
I FIELD I DRY DENSITY I P.C.F.
I MAXIMUM I DRY DENSITY I .
I PERCENT I RELATIVE
COMPACTION
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REQUIRED
REMARKS: I "u 13- 05 . f?iiOE'
TEST U LOCATION OF TEST •
1 ' 2oo t)S Gk'pjDc - of 7)1?D
FIELD
MOISTURE
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%
I FIELD I DRY DENSITY I P.C.F.
I MAXIMUM I DRY DENSITY I
I PERCENT I RELATIVE I COMPACTION
PERCENT I REL. COMP. I REQUIRED
I REMARKS: I • ~va ji'E GI?PIDE I
9c.p
TEST U LOCATION OF TEST • - -
/ • o c) - Saw y, p
FIELD
MOISTURE
%I
OPTIMUM
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REL. COMP. • I REQUIRED
REMARKS: -ç &j?ftOC I I
AEL102(04/891 0 -
.
AMERICAN ENGINEERING LABORATORIES, INC.
I
7940 Arjons Dr., Suite A 0 350 S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business Center Dr., Unit A
San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284
(619) 695-3730 . (714) 272-4230 (209) 576-0813 (619) 228-1754
C lENT: PROJECT: D ATE: '3-(
oF 5BFD ')bc I.D. NO.: '6
PROJECT NO.: I
REPORT OF FIELD COMPACTION TEST
TEST S LOCATION OF TEST
1?i c'F cLuRI3 P'nk%-T 1yA;i —)es-r4317 ON
FIELD
MOISTURE
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
P.C.F.
MAXIMUM I DRY DENSITY
I PERCENT I RELATIVE I
COMPACTION
PERCENT
REL. COMP.
REQUIRED
REMARKS:
c9C.(n Rr~T
U'1D 1
Me'T.' .flhl S',3'T''L
i.C)
TESTS LOCATION OF TEST
- ü -
FIELD
MOISTURE
OPTIMUM
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MAXIMUM
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CjUD Ss 0 i
P.C.F. COMPACTION REQUIRED
PFEn
____
1.c (J3~() 9.3 90.
TEST S LOCATION OF TEST -
oR
FIELD
MOISTURE
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MAXIMUM
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PERCENT
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REQUIRED
REMARKS: o/ r?o,:t
r /36,C) 1)
TEST S LOCATION OF TEST
De
FIELD
MOISTURE
OPTIMUM
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%
iO- PERCENT REMARKS: -
% P.C.F. -. - COMPACTION REQUIRED
101 .139.d .
TESTS LOCATION OF TEST
2hCJ Pi Cu1?3_Fpt — -. 13i
FIELD OPTIMUM FIELD MAXIMUM PERCENT PERCENT REMARKS: =RU MOISTURE DRY DENSITY DRY DENSITY RELATIVE REL. COMP.
%
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,%5SrD 436.0 Y3 .o
AEL102 (04/89)
F,
AMERICAN ENGINEERING LABORATORIES, INC. .7940 Arjóns Dr., Suite A - 0 350 S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business Center Dr., Unit A..
San Diego, CA 92126 Corona, CA 91720 . Modesto, CA 95356 Yucca Valley, CA 92284
(619) 695-3730 . (714) 272-4230 (209) 576-0813 . (619) 228-1754
--CLIENT: . . PROJECT: . DATE:
3 I Y or 15 J\'M Pg'RftT . I.D. NO.:
1OFD PROJECT NO.: I
REPORT OF FIELD COMPACTION TEST -
TEST E LOCATION OF TEST
()f
FIELD
MOISTURE
V.
OPTIMUM
MOISTURE
.
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
COMPACTION
PERCENT
REL. COMP.
REQUIRED
REMARKS: S Je I RcciO
TEST S LOCATION OF TEST .
FIELD
MOISTURE
OPTIMUM
MOISTURE
FIELD.
DRY DENSITY -
P.C.F. 0
MAXIMUM
DRY DENSITY
PERCENT
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PERCENT
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REQUIRED
REMARKS: j7j- SIDE F RD-
icc b.O
TEST S LOCATION OF TEST
. CO1?13 -
FIELD
MOISTURE
'OPTIMUM
MOISTURE
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DRY DENSITY.
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MAXIMUM
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PERCENT
REQUIRED
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REMARKS: ç) 1LI.
i7s5 )K1-1 iô 9oc' 9co
TEST S LOCATION OF TEST
oO i?D - Th 1;. J3pcT "
FIELD OPTIMUM FIELD -
P.C.F. -
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COMPACTION REQUIRED -
TEST S LOCATION OF TEST . .
FIELD
MOISTURE
%
OPTIMUM
MOISTURE
%
FIELD
DRY DENSITY
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MAXIMUM , DRY DENSITY
PERCENT
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PERCENT
REQUIRED
REL. COMP. REMARKS:
f7 - - /3.c' 1C). 7cc
AEL102 (04/89)
AMERICAN ENGINEERING LABORATORIES, INC.
7940 Arjons Dr., Suite A 0 350 S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business Center Dr., Unit A
San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284
(619) 695-3730 (714) 272-4230 (209) 576-0813 (619) 228-1754
CLIENT: - PROJET DATE: IS 9' Cr i ft RfrT• 1. D. NO.: - Os'3
7'\OP PROJECT NO.: I1
REPORT OF FIELD COMPACTION TEST
TEST S LOCATION OF TEST
RDE -
FIELD OPTIMUM FIELD MAXIMUM PERCENT PERCENT REMARKS: SfD,cP 170.
MOISTURE MOISTURE DRY DENSITY DRY DENSITY RELATIVE REL. COMP.
P.C.F. COMPACTION REQUIRED
TEST S LOCATION OF TEST
FIELD
MOISTURE
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
COMPACTION
PERCENT
REL COMP.
REQUIRED
REMARKS:
ç j.c
TEST S LOCATION OF TEST
FIELD
MOISTURE
OPTIMUM OPTIMUM
MOISTURE
%
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
COMPACTION
PERCENT
REL. COMP.
REQUIRED
REMARKS:
flcs S.i.a O-a
TEST S LOCATION OF TEST .
/ 54frCXD - cr DE f.
FIELD
MOISTURE
%
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
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MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
COMPACTION
PERCENT
REL. COMP.
REQUIRED
REMARKS: IE
( 11.) 16O 7./ 70.o
TEST S LOCATION OF TEST
II
.BñsC
FIELD
MOISTURE
OPTIMUM
MOISTURE
I FIELD
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I P.C.F.
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I PERCENT I RELATIVE
I COMPACTION
I PERCENT
REL. COMP. I REQUIRED
I REMARKS: Sc)t)'7j1 5iD'iF /ropiiD I I,
- -
AEL102 (04/89)
£
AMERICAN ENGINEERING LABORATORIES INC.
I
7940 Arjons Dr., Suite A 0 350 S. Maple St., Unit K 0 515 Galaxy Way 0 56945 Business Center Dr., Unit A
San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284
(619) 695-3730 (714) 272-4230 (209) 576-0813 (619) 228-1754
CLIENT: PROJECT: DATE:
CJIY c7F PJA1 FRPOI?T I.D.NO.:
CJ)5DA1) J?OFD PROJECT NO
REPORT OF OF FIELD COMPACTION TEST
TEST S LOCATION OF TEST
)
FIELD OPTIMUM FIELD MAXIMUM PERCENT PERCENT REMARKS: S()bT . SDé (JJ
MOISTURE MOISTURE DRY DENSITY DRY DENSITY RELATIVE REL. COMP.
P.C.F. COMPACTION REQUIRED
frs LL/ /2cd.O -.1 %0
TESTS LOCATION OF TEST
R cc) u- . F
FIELD OPTIMUM FIELD MAXIMUM PERCENT PERCENT REMARKS: -
US -GMSc MOISTURE MOISTURE DRY DENSITY DRY DENSITY RELATIVE REL. COMP.
% P.C.F. COMPACTION REQUIRED
11.S )fl9 %o
TESTS LOCATION OF TEST
- - 506 oF
FIELD
MOISTURE
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
PERCENT
REL. COMP.
REMARKS:
5(JB't3F.SC %V. P.C.F. . COMPACTION REQUIRED
TESTS LOCATION OF TEST
) / - &o SDSTh SD F InD
FIELD
MOISTURE
%%
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY
-
PERCENT
RELATIVE
COMPACTION
PERCENT
REL. COMP.
REQUIRED
REMARKS:
)L)L/ ii.c - ui11.tf 12M.o 5C ~Tb
TESTS LOCATION OF TEST
Qc SUIR cn -So ii o/ iiD ..
FIELD
MOISTURE
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
-DRY DENSITY
PERCENT
RELATIVE
COMPACTION
PERCENT
REL COMP.
REQUIRED
REMARKS: - 31f3 -&PSc
iplj/__ _Hor?i7sT 1f. 11-O /i-c) i2t d!i2j
AEL102 (04/89)
AMERICAN ENGINEERING LABORATORIES, INC.
46 7940 Arjons Dr., Suite A 0 350 S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business Center Dr., Unit A
San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284
(619) 695-3730 (714) 272-4230 (209) 576-0813 (619) 228-1754
C171EN1: PROJECT: . DATE:S kAD )btR I 3 jflOP)D I.D. NO.: tq -
PROJECT NO.:
REPORT OF FIELD COMPACTION TEST
TEST II LOCATION OF TEST
- SO 510E F Rp—
FIELD
MOISTURE
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
PRY DENSITY
PERCENT
RELATIVE
COMPACTION
PERCENT
REL. COMP.
REQUIRED
REMARKS: .
ji)iprsr ,s 112.1 .13 TO
TEST S LOCATION OF TEST .
U/7 0c) £LE cF
FIELD
MOISTURE
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY
.
PERCENT
RELATIVE
COMPACTION
PERCENT
REL. COMP.
REQUIRED
REMARKS: u,3 j3Rse Rtx
PASS Jp.? I1.c:s
TEST S LOCATION OF TEST S
O4.S/pC cF .0 S
FIELD
MOISTURE
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
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MAXIMUM
DRY DENSITY
.
PERCENT
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COMPACTION
PERCENT
REL. COMP.
REQUIRED
REMARKS: (1?J3PiT
ass io•c 11.b 117 i3O Lc) 9#S
TESTS LOCATION OF TEST
OO sou I H SiDE .. S
FIELD
MOISTURE
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
COMPACTION
PERCENT
REL. COMP.
REQUIRED
REMARKS: 50 GFtsE OE
FpL- nEED 1?ëThs7 c9Eo
TESTS LOCATION OF TEST
- SU5 - D .
FIELD
MOISTURE
OPTIMUM
MOISTURE
%P.C.F.
FIELD
DRY DENSITY
MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
COMPACTION
PERCENT
REL. COMP.
REQUIRED
REMARKS: - - ?#o t I
)ç.3
AEL102 (04/891
AMERICAN ENGINEERING LABORATORIES, INC .7940 Arjons Dr., Suite A 0 350 S. Maple St., Unit K O 515 Galaxy Way 0 58945 Business Center Dr., Unit A
San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284
(619) 695-3730 (714) 272-4230 1 (209) 576-0813 (619) 228-1754
CLIENT:
ccrV DFCR1-sJ31D
DATE:
'I.D. NO.:Q/ -
PROJECT NO.:
REPORT OF FIELD COMPACTION TEST
PROJECT:
o RiflFD
TESTS LOCATION OF TEST
(o 5k00 Ré7sf- 5O. lDtDr 'ohD
FIELD
MOISTURE
%
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
COMPACTION
PERCENT
REL. COMP.
REQUIRED
REMARKS: FiIu'r1r TTc ION 6-J4-1
508 33S1 GD
TEST II LOCATION OF TEST
- so- - o
FIELD
MOISTURE
%
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
COMPACTION
PERCENT
REL. COMP.
REQUIRED
REMARKS: - C C
fss iO.7 I I~ II /J.5 9 9~To
TEST II LOCATION OF TEST .
SUBSo-urH'.3j06 oF PoPQ
FIELD
MOISTURE
%%
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
COMPACTION
PERCENT
REL. COMP.
REQUIRED
REMARKS: ¶T'J j QU%P. CoS~iM5 GI3DTIj
' , t t.1ieri
1RikiE6D TT
TEST S LOCATION OF TEST
- . s6
FIELD
MOISTURE
%%
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
COMPACTION
PERCENT
REL. COMP.
REQUIRED
/3 /7 90
REMARKS: ~S"DE troPo
:1
TESTS LOCATION OF TEST
4tC)c) 1) \JJ 1 /l
FIELD
MOISTURE
_______
OPTIMUM
MOISTURE
___________
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
COMPACTION
PERCENT
REL. COMP.
REQUIRED
REMARKS: jjj) SiD6 cj?cFO
, PAGS 'I.] .5 /37p /(J
AEL102 (04/89
American Engineering Laboratories, Inc.
7940 Arjons Drive, Suite A, San Diego, CA 92126 RECEIVED -(619)695-3730
JUL 311989
MUNICIPAL PROJECTS1
LABORATORY NUMBER 89-395 REPORT ON AGGREGATE TESTS DIVISIOATEJUlY 25, 1989
AEL No.: 9L-293 FILE NO. 1172
JOB DATA PALOMAR AIRPORT ROAD
. Carlsbad, CA
Client: CITY OF CARLSBAD
SAMPLE DATA
Class II Base
From South Coast-(i.e., The
Chicken Ranch)
Sample No. Specifications
Sample Size
Sieve Size
2"
3/4" 100
81
68
4 53
8 36
16 25 . 19
16
100 13
200 (Wash) 10 .-,.
F. M.
Sand
Equivalent 29
Maximum Dry
Density, pcf
ASTM 1557
138.0..;:!..
8.0% Moist.
Remarks: .
Report To: ' 2-CITY OF CARLSBADJ -
- AMERICAN ENGINEERING LABORATORIES
REVIEWED BY
ROBERT M. ZIKELI perations Manager
American Engineering Laboratories, Inc..
7940 Arjons Drive, Suite A RECEIVEDSan Diego,, CA 92126 'o
Telephone (619) 695-3730
San Diego Modesto • Corona • Yucca Valley UL 1989
MUNICIPAL PROJECTS
DIVISION
To: CETY OF CARLSBAD . Date: July 17, 1989
2075 Las Paliis Drive
Carlsbad, GA 92c09-4854
Project: PA1RL ROAD .. Project #: 1172.
CA AEL# 9G-006
Gentlemen:
Enclosed are the compaction reports for the dates of:
6/29,6/30,7/03.
All work monitored by our technicians-and inspectors was done in
accordance with applicable codes and specifications, unless otherwise
noted. • • -
Should you have any further questions, please do not hesitate to
contact our office.
AMERICAN ENGINEERING LABORATORIES, INC.
Reviewed by: • • •
ROBERt' M. ZLKFLI, 0p44ìtions Manager •
LT- CM F.' 17MSBAD
AMERICAN ENGINEERING LABORATORIES, INC
7940 Arjons Dr., Suite A . 0 350 S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business Center Dr., Unit A
San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284
(619) 695-3730 (714) 272-4230 (209) 576-0813 (619) 228-1754
CLIENT: PROJECT: DATE:C/
CITY OF . PRS( I.D. NO.:
PROJECT NO.:
REPORT OF FIELD COMPACTION TEST'
TEST S LOCATION OF TEST
/ccn trppE - dsss]r
FIELD OPTIMUM '.- FIELD MAXIMUM PERCENT PERCENT REMARKS: 1r ' ' IF5 I1L)h LUIc MOISTURE MOISTURE DRY DENSITY DAY.DENSITY RELATIVE REL. COMP. %.IjIIc.i\ IIC
P.C.F. COMPACTION REQUIRED
i,- 9 O,o flss
TESTS LOCATION OF TEST
1-tc)n /CVM~* PA DE - C-1 FiCS -177
FIELD OPTIMUM I FIELD I MAXIMUM PERCENT I PERCENT REMARKS: 777 1j(E UNOl CiJI1I_Qoi'v MOISTURE MOISTURE I DRY DENSITY
I P.C.F.
I DRY DENSITY
I
I RELATIVE
I COMPACTION
I REL. COMP.
I REQUIRED I % I I 12r,
I
I1L&o I I
I
I o,o I LJ,1
TEST S LOCATION OF TEST
FIELD
MOISTURE
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
COMPACTION
PERCENT
REL COMP.
REOUIRED
REMARKS: ai Ufr4E1t u4z 1f '
90
TEST U LOCATION OF TEST
H . GDE — scm
FIELD
MOISTURE
OPTIMUM
MOISTURE
I FIELD I DRY DENSITY
I P.C.F.
I MAXIMUM
DRY DENSITY
I
I PERCENT
RELATIVE
I COMPACTION
I PERCENT I REL COMP. I REQUIRED
I REMARKS:7kEf.4 UNOC%jk13-,-G(,-T1,4z PQ AA I I
Ace- (O 90,0
TEST LOCATION OF TEST
_____ S( GRADE tIss
FIELD
MOISTURE
OPTIMUM
MOISTURE
I FIELD I DRY DENSITY
P.C.F. I
I MAXIMUM I DRY DENSITY
I PERCENT I RELATIVE I COMPACTION
I PERCENT I REL COMP. I REQUIRED
REMARKS: '1ctfi UrDEi
I'/2 C)
C—
AEL1O2 l04I89
AMERICAN ENGINEERING LABORATORIES, INC.
7940 Arjons Dr., Suite A 0 350 S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business Center Dr., Unit A
San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284
(619) 695-3730 (714) 272-4230 (209) 576-0813 (619) 228-1754
CLIENT: PROJECT: _
DATE: (011,1
0) 'r OF ortp P0t I.D. NO.:
PROJECT NO.: 6137
REPORT OF FIELD COMPACTION TEST
TEST 4 LOCATION OF TEST
9~+~9//?ORQV/A -9NQ 4.fi.'~t 1W Ip1si
FIELD
MOISTURE
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
COMPACTION
PERCENT
REL. COMP.
REQUIRED
REMARKS:
ii v~
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REMARKS: f
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TEST S LOCATION OF TEST
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AEL102 (04/89$ .
iJ AMERICAN ENGINEERING LABORATORIES, INC
7940 Arjons Dr., Suite A 0 350S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business Center Dr., Unit A
San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 - Yucca Valley, CA 92284
(619) 695-3730 (714) 272-4230 (209) 576-0813 (619) 228-1754
CLIENT: PROJECT: , DATE: 6-
7Y F I%!CmP'R 1T I.D. NO.:
ceR)slD foP,D PROJECT NO.:C/37
REPORT OF FIELD COMPACTION TEST
TEST # LOCATION OF TEST -.
FIELD OPTIMUM FIELD MAXIMUM PERCENT PERCENT REMARKS:
MOISTURE MOISTURE DRY DENSITY DRY DENSITY RELATIVE . REL COMP.
P.C.F. COMPACTION REQUIRED
TEST LOCATION OF TEST .
FIELD
MOISTURE
OPTIMUM
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MAXIMUM
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PERCENT
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PERCENT
REL COMP.
REQUIRED
REMARKS:
TEST LOCATION OF TEST .
FIELD
MOISTURE
%
OPTIMUM
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FIELD
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REMARKS: -
Ass
EMAXIMUM
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9
TEST # LOCATION OF TEST - - -
•
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%%
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MAXIMUM
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PERCENT
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REMARKS:
TEST U LOCATION OF TEST -
PERCENT FIELD
MOISTURE
OPTIMUM
MOISTURE
%
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REMARKS:
.
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AEL102 (04/891
AMERICAN ENGINEERING LABORATORIES, INC. . 7940 Arjons Drive, Suite A Ei 1490 Rincon Street, Unit Z U 515 Galaxy Way
San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356
(619) 695-3730 (714) 272-4230 (209) 576-0813
CLIENT: PROJECT: DATE:— !-1
1t6YAF P)jf?f I.D. NO.:
1opO PROJECT NO.:
REPORT OF FIELD COMPACTION TEST
1.0
TESTS LOCATION OF TEST
FIELD OPTIMUM FIELD MAXIMUM PERCENT PERCENT REMARKS:
MOISTURE MOISTURE DRY DENSITY DRY DENSITY RELATIVE REL COMP.
P.C.F. COMPACTION REQUIRED
Fi 17 ;ie ocoti,/gp
TESTS LOCATION OF TEST
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PERCENT
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PERCENT
REL COMP.
REQUIRED
REMARKS:
TESTS LOCATION OF TEST
FIELD
MOISTURE
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
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PERCENT
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COMPACTION
PERCENT
REL COMP.
REQUIRED
REMARKS:
/9,s3 6.1' i3U/ 1ic %
TESTS LOCATION OF TEST
FIELD
MOISTURE
%%
OPTIMUM
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FIELD
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REMARKS:
j9 7s.c
TEST S LOCATION OF TEST
FIELD
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%
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REMARKS:
(O oJv/pI
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AMERICAN ENGINEERING LABORATORIES, INC.
7940 Arjons Dr., Suite A 0 350 S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business Center Dr., Unit A
San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284
(619) 695-3730 (714) 272-4230 (209) 576-0813 (619) 228-1754
CLIENT: PROJECT: DATE:
irfT I.D. NO.:
PROJECT NO.: (437
REPORT OF FIELD COMPACTION TEST
TEST U LOCATION OF TEST .
FIELD
MOISTURE
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
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PERCENT
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REQUIRED
REMARKS:
Rsc ~• 9C.
TEST U LOCATION OF TEST
FIELD
MOISTURE
OPTIMUM
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REMARKS:
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TEST U LOCATION OF TEST
3 srL/if "
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REMARKS:
i.o
TEST U LOCATION OF TEST
. Y7
FIELD
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OPTIMUM
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REL COMP.
REQUIRED
REMARKS:
P19.5 121-7 /'/2.d 71 cc)
TEST # LOCATION OF TEST
FIELD
MOISTURE
%
OPTIMUM
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¼
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REQUIRED
REMARKS:
Ps
_____ (. c /36. )y 7 ?S
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AEL102(04/891 . . . .
[I
I
AMERICAN ENGINEERING LABORATORIES, INC
7940 Arjons Dr., Suite A 0 350 S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business Center Dr., Unit A
San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284
(619) 695-3730 (714) 272-4230 .' (209) 576-0813 (619) 228-1754
CLIENT: .
PROJECT: DATE:
FRPp'r I.D.NO.:
(iP.D PROJECT NO.: 6137
REPORT OF FIELD COMPACTION TEST
TESTS LOCATION OF TEST
FIELD OPTIMUM FIELD MAXIMUM PERCENT PERCENT REMARKS
MOISTURE MOISTURE DRY DENSITY DRY DENSITY RELATIVE REL COMP.
% P.C.F. COMPACTION REQUIRED
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REMARKS:
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TEST S LOCATION OF TEST
-•
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FIELD
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TEST S LOCATION OF TEST
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____
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AEL102(04I89 . •., . . . • - .• •. . . - .
r
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I
AMERICAN ENGINEERING LABORATORIES, INC.
7940 Arjons Dr., Suite A 0 350 S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business Center Dr., Unit A
San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284
(619) 695-3730 (714) 272-4230 (209) 576-0813 (619) 228-1754
CLIENT: PROJECT: DATE:
::t7-' or IiR !; (?fL . I.D. NO.:
k. 13 PROJECT NO.: 9 I)
REPORT OF FIELD COMPACTION TEST
TEST S LOCATION OF TEST
ft
FIELD
MOISTURE
%
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
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PERCENT
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PERCENT
REL COMP.
REQUIRED
I REMARKS:
TEST S LOCATION OF TEST
/ 1)SJ~TLjr-YC
FIELD
MOISTURE
OPTIMUM
MOISTURE
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DRY DENSITY
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MAXIMUM
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PERCENT
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PERCENT
REL COMP.
REQUIRED
REMARKS:
LIII /L/L.) '73
TEST 5 LOCATION OF TEST . ..
FIELD OPTIMUM FIELD MAXIMUM PERCENT PERCENT REMARKS:
MOISTURE MOISTURE DRY DENSITY DRY DENSITY RELATIVE REL COMP.
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J3576 9f
TEST U LOCATION OF TEST -
FIELD
MOISTURE
OPTIMUM
MOISTURE
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MAXIMUM
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PERCENT
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COMPACTION
PERCENT
REL COMP.
REQUIRED
REMARKS:
f%c 9.9 f35W i(2.c 7s.y ccJ
TESTS LOCATION OF TEST
jc c7/5fL1 ' .
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_______
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PERCENT
REL COMP.
REQUIRED
REMARKS:
F_q ç f2 7 o
AEL102 (04/89 .
[I
Ii AMERICAN ENGINEERING LABORATORIES, INC.
\7940 Arjons Dr., Suite A 0 350 S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business Center Dr., Unit A
San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284
(619) 695-3730 (714) 272-4230 (209) 576-0813 (619) 228-1754
CLIENT: PROJECT: DATE:
oFCff'Sp,D PY)b H2! I.D. NO.:
101 P,D PROJECT NO.: 6/37
REPORT OF FIELD COMPACTION TEST
TEST S LOCATION OF TEST
• 65
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FIELD
MOISTURE
OPTIMUM
MOISTURE
FIELD
I DRY DENSITY
I P.C.F.
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I PERCENT
I RELATIVE
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PERCENT
I REL COMP.
I REQUIRED
REMARKS: 3p 7'7
I.7
TEST S LOCATION OF TEST
/7
FIELD OPTIMUM I FIELD MAXIMUM PERCENT PERCENT REMARKS: j1 I çç
MOISTURE MOISTURE I DRY DENSITY DRY DENSITY f RELATIVE REL COMP.
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•
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I / Gu
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TESTS LOCATION OF TEST
20 'I bAn ccnri
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MOISTURE MOISTURE I DRY DENSITY DRY DENSITY I RELATIVE REL COMP.
REMARKS: 'oR
P.C.F. I COMPACTION REQUIRED
7-5
AEL102 (04/891
AMERICAN ENGINEERING LABORATORIES, INC.
7940 Arjons Dr., Suite A 0 350 S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business Center Dr., Unit A
San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284
(619) 695-3730 (714) 272-4230 (209) 576-0813 (619) 228-1754
CLIENT: PROJECT: DATE:
JYoFCeI?1P ftjônr Pcifl . I.D. NO.:
RopO I PROJECT NO.:
REPORT OF FIELD COMPACTION TEST
TEST.# LOCATION OF TEST
FIELD OPTIMUM FIELD MAXIMUM I PERCENT I PERCENT REMARKS:
MOISTURE MOISTURE DRY DENSITY
P.C.F.
DRY DENSITY I j RELATIVE I COMPACTION
REL COMP.
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• ( •5 ' / 0 I I - FItli
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OPTIMUM
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MAXIMUM
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PERCENT
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PERCENT REMARKS
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FIELD
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REMARKS:
I is
TEST U LOCATION OF TEST
FIELD
MOISTURE
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REMARKS:
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AEL102 (04/89
PERCENT I REMARKS: (Ifr)c iZ R.cE REL. COMP.
AMERICAN ENGINEERING LABORATORIES, INC.
-7940 Arjons Dr., Suite A 0 350 S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business Center Dr., Unit A
San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284
(619) 695-3730 (714) 272-4230 (209) 576-0813 (619) 228-1754
CLIENT: PROJECT: DATE:
Cii yc)/CJki3,D )(y iflI . I.D. NO.:
RP . PROJECT NO.: 6137
REPORT OF FIELD COMPACTION TEST
TEST tS LOCATION OF TEST
.1 /C Uf I ? OL (7 u_VXR G-RADE
FIELD OPTIMUM FIELD I MAXIMUM PERCENT PERCENT REMARKS:
I REL. COMP. MOISTURE MOISTURE I DRY DENSITY DRY DENSITY I RELATIVE
P.C.F.. COMPACTION REQUIRED
/2-o I 74 I 90
TEST SI LOCATION OF TEST
. /V cz I2
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REMARKS:
TEST U LOCATION OF TEST
FIELD
MOISTURE
%%
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
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MAXIMUM
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PERCENT
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TEST U I LOCATION OF TEST
FIELD OPTIMUM FIELD MAXIMUM PERCENT PERCENT REMARKS:
MOISTURE MOISTURE DRY DENSITY DRY DENSITY RELATIVE REL. COMP.
P.C.F. COMPACTION REQUIRED
TEST U LOCATION OF TEST
FIELD
MOISTURE
%
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
COMPACTION
PERCENT
REL COMP.
REQUIRED
REMARKS:
AEL102 (04/89)
AMERICAN ENGINEERING LABORATORIES, INC.
7940 Arjons Dr., Suite A 0 350 S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business Center Dr.; Unit A
San Diego, CA 92126 Corona, CA 91720 . Modesto, CA 95356 Yucca Valley, CA 92284
(619) 695-3730 (714) 272-4230 (209) 576-0813 (619) 228-1754
CLIENT: PROJECT: DATE: '.JrT
COFD A2 I.D. NO.:
PROJECT NO.: I37
REPORT OF FIELD COMPACTION TEST
TEST U LOCATION OF TEST
R1iF -TO .11IEOOJ1 I,q
FIELD OPTIMUM FIELD MAXIMUM PERCENT PERCENT REMARKS:
MOISTURE MOISTURE DRY DENSITY DRY DENSITY RELATIVE REL COMP.
% P.C.F. COMPACTION REQUIRED
7 fe7,r.
TEST U LOCATION OF TEST S..
2 7ii/Nrr q M /94)•2k'c .
FIELD
MOISTURE
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DRY DENSITY
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MAXIMUM
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PERCENT
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PERCENT
REL COMP
REQUIRED
REMARKS: •.:
.. ..
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%
TEST U LOCATION OF TEST -
3
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P- S-26" b.c' Li( /4o
TEST U LOCATION OF TEST
FIELD
MOISTURE
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%
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DRY DENSITY
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MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
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PERCENT
REL COMP.
REQUIRED
REMARKS:
TEST U LOCATION OF TEST
FIELD
MOISTURE
OPTIMUM
MOISTURE
FIELD 1
DRY DENSITY
MAXIMUM
I DRY DENSITY
PERCENT
RELATIVE
PERCENT
REL COMP.
REMARKS:
% % P.C.F. COMPACTION REQUIRED
AEL102 (04/89
-
AMERICAN ENGINEERING LABORATORIES, INC
197940 Arjons Dr., Suite A 0 350 S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business Center Dr., Unit A
San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284
(619) 695-3730 (714) 272-4230 . (209) 576-0813 (619) 228-1754
CLIENT: PROJECT: .DATE: As —2f5
.Ii'Y 0iW15B4O &i? /LRJJ7' I.D. NO.:
PROJECT NO.:
REPORT OF FIELD COMPACTION TEST
TEST U LOCATION OF TEST
FIELD
MOISTURE
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
COMPACTION
PERCENT
REL. COMP.
REQUIRED
REMARKS: (4
- TEST U LOCATION OF TEST
FIELD
MOISTURE
I
___
OPTIMUM
MOISTURE
I FIELD I DRY DENSITY
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DRY DENSITY
PERCENT
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PERCENT I
REL COMP.
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REMARKS: c6 'NIY G/a
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TEST U LOCATION OF TEST
, /- GD N-R-rm e
FIELD
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PERCENT
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REL COMP. REMARKS: (7
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TESTU - LOCATION OF TEST
FIELD
MOISTURE
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DRY DENSITY I
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MAXIMUM
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RELATIVE
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REL COMP.
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REMARKS:
_1s
TEST U LOCATION OF TEST
FIELD
MOISTURE
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
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MAXIMUM
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REMARKS:
AEL102(04/89)
TEST SI LOCATION OF TEST
/RorJfD -NRcD6
FIELD
MOISTURE
%%
OPTIMUM
MOISTURE
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DRY DENSITY
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MAXIMUM
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PERCENT
RELATIVE
COMPACTION
PERCENT
REL COMP.
REQUIRED
REMARKS:
12.c IH. 3ç
AEL102 (04/891
AMERICAN ENGINEERING LABORATORIES, INC.
7940 Arjons Dr., Suite A 0 350 S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business Center Dr., Unit A
San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284
(619) 695-3730 (714) 272-4230 (209) 576-0813 (619) 228-1754
CLIENT: PROJECT: DATE:
R(çfQt I.D. NO.:
Rr PROJECT NO.:
REPORT OF FIELD COMPACTION TEST
TEST SI LOCATION OF TEST
FIELD
MOISTURE
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
COMPACTION
PERCENT
REL. COMP.
REQUIRED
REMARKS:
TEST SI LOCATION OF TEST
eR—
FIELD OPTIMUM FIELD MAXIMUM PERCENT PERCENT REMARKS:
MOISTURE MOISTURE' DRY DENSITY DRY DENSITY RELATIVE REL COMP.
%% P.C.F. COMPACTION REQUIRED -
TEST LOCATION OF TEST
:3 C.ijf— ffFpc
FIELD OPTIMUM FIELD MAXIMUM PERCENT PERCENT REMARKS:
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C15V~ jIr llt.c ME*
TEST SI LOCATION OF TEST
Ac I
FIELD
MOISTURE
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DRY DENSITY
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MAXIMUM
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PERCENT
RELATIVE
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PERCENT
REL COMP.
REQUIRED
REMARKS:
!/ EED4w&77,N po 7s'7 )O13 I I S 10A1161 jj.c -• 6
L
AMERICAN ENGINEERING LABORATORIES, INC
7940 Arjons Dr., Suite A 0 350 5. Maple St.; Unit K 0 515 Galaxy Way 0. 58945 Business Center Dr., Unit A
San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284
(619) 695-3730 (714) 272-4230 (209) 576-0813 (619) 228-1754
CLIENT: i - PROJECT:
DATE:.gc7
I.D. NO.:
PROJECT NO 37
REPORT OF FIELD COMPACTION TEST
TESI# LOCATION OF TEST
PT r?-,F q+
FIELD OPTIMUM FIELD MAXIMUM PERCENT PERCENT REMARKS:
MOISTURE MOISTURE DRY DENSITY DRY DENSITY RELATIVE REL COMP.
P.C.F. . COMPACTION REQUIRED
i3sc f/ / j)j jc cô
TEST # LOCATION OF TEST .
FIELD
MOISTURE
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
COMPACTION
PERCENT
REL COMP.
REQUIRED
REMARKS:
P-5sD c(
TEST U LOCATION OF TEST.
- F.)OAF-
FIELD OPTIMUM FIELD MAXIMUM PERCENT PERCENT REMARKS:
MOISTURE MOISTURE DRY DENSITY DRY DENSITY RELATIVE REL. COMP.
P.C.F. . COMPACTION REQUIRED
TEST U LOCATION OF TEST ..
FIELD
MOISTURE
%
OPTIMUM
MOISTURE
FIELD.
DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
COMPACTION
PERCENT
REL COMP.
REQUIRED
REMARKS:
2• f
TEST U LOCATION OF TEST
I ö Ráf R -
FIELD OPTIMUM FIELD MAXIMUM PERCENT PERCENT REMARKS:
MOISTURE MOISTURE DRY DENSITY DRY DENSITY RELATIVE REL COMP.
%% - P.C.F. COMPACTION REQUIRED
AEL102(04/89)
AMERICAN ENGINEERING LABORATORIES, INC.
7940 Arjons Dr., Suite A 0 350 S. Maple St., Unit K . 0 515 Galaxy Way 0 58945 Business Center Dr., Unit A
San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284
(619) 695-3730 (714) 272-4230 (209) 576-0813 (619) 228-1754
CLIENT: PROJECT: DATE: /7-87
OR RfT
0
1. D. NO.:
1OBD PROJECT NO.: 6/3)
REPORT OF FIELD COMPACTION TEST
TEST N LOCATION OF TEST
If S1.
FIELD
MOISTURE
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
COMPACTION
PERCENT
REL COMP.
REQUIRED
REMARKS:
llEFNI?7T I'2 s //.(3 /2-!. s C7
TEST # LOCATION OF TEST
jo__
-
FIELD
MOISTURE
/O.p
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
COMPACTION
PERCENT
REL COMP.
REQUIRED
REMARKS:
F3sED j'i5 )J(" i/I,5 %k STç)
TEST 9 LOCATION OF TEST
13
FIELD
MOISTURE
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
COMPACTION
. PERCENT
REL COMP.
REQUIRED
REMARKS:
I01'1 i-j.s- )J.?i' /2.I-5- %.
TEST # LOCATION OF TEST
FIELD
MOISTURE
%____
OPTIMUM
MOISTURE
%
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
COMPACTION
PERCENT
REL. COMP.
REQUIRED
REMARKS:
AA' 1/pOM rr /3~ / Ii$ .7 75.c)
TEST U LOCATION OF TEST
) ,
FIELD OPTIMUM FIELD MAXIMUM PERCENT PERCENT REMARKS:
MOISTURE MOISTURE DRY DENSITY DRY DENSITY RELATIVE REL COMP.
%% P.C.F. COMPACTION REQUIRED
fs5ED c J3fl iI2c ? o.ö
.EL102 (04189)
AMERICAN ENGINEERING LABORATORIES, INC.
7940 Ar;ons Dr., Suite A 0 350 S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business Center Dr., Unit A
San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284
(619) 695-3730 (714) 272-4230 (209) 576-0813 (619) 228-1754
CLIENT: . PROJECT: DATE:
1bp l7 I.D. NO.:
PROJECT NO.:
REPORT OF FIELD COMPACTION TEST
TESTS LOCATION OF TEST .
/ b . _ G ?iP •
FIELD OPTIMUM FIELD MAXIMUM PERCENT PERCENT REMARKS:
MOISTURE MOISTURE DRY DENSITY DRY DENSITY RELATIVE REL COMP.
P.C.F. COMPACTION REQUIRED
Rc~EO 35 t• /3•o•) 1q2. d ui c)
TESTS LOCATION OF TEST -
FIELD
MOISTURE
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
COMPACTION
PERCENT
REL COMP.
REQUIRED
REMARKS:
eo t Lfl • 6
TEST S LOCATION OF TEST
FIELD
MOISTURE
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
COMPACTION
PERCENT
REL. COMP.
REQUIRED
REMARKS:
Pp--5ED ) /3 11.1 /g2 9jq1C c)
TEST S LOCATION OF TEST
I .
FIELD
MOISTURE
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
COMPACTION
PERCENT
REL COMP.
REQUIRED
REMARKS:
LI.O 62•s 13,' /q) r'
TEST S LOCATION OF TEST
-1 14' IFS-5 _jC Ir,i ho i ID w'P Y
FIELD
MOISTURE
%P.C.F.
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
COMPACTION
PERCENT
REL COMP.
REQUIRED
REMARKS:
63 (i'S I37 j/.c 177
EL102 (04/89)
a
AMERICAN ENGINEERING LABORATORIES, INC.
7940 Arjons Dr., Suite A 0'350 S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business Center Dr., Unit A
San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284
(619) 695-3730 (714) 272-4230 (209) 576-0813 (619) 228-1754
CLIENT: PROJECT: DATE:/ 7
tfl'CF Rlo1 I.D. NO.:
PROJECT NO.:(3'7
REPORT OF FIELD COMPACTION TEST
TEST # LOCATION OF TEST
'11 S1. /7r- tuRI3 'p
FIELD
MOISTURE
OPTIMUM
MOISTURE
%
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY
I
PERCENT
RELATIVE
COMPACTION
PERCENT
REL. COMP.
REQUIRED
REMARKS:
Pscer ',%
TEST U LOCATION OF TEST
FIELD
MOISTURE
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
COMPACTION
PERCENT
REL COMP.
REQUIRED
REMARKS:
/c~Eo U (• /3(, jLj, -C,. % 0
TEST U LOCATION OF TEST
FIELD
MOISTURE
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
COMPACTION
PERCENT
REL COMP.
REQUIRED
REMARKS:
i9sn 73/ ).ô 3I 'TOIÔ
TEST U LOCATION OF TEST
29
FIELD
MOISTURE
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
COMPACTION
PERCENT
REL COMP.
REQUIRED
REMARKS:
scr / /.ç ii/ iqc o.ô
TEST U LOCATION OF TEST
FIELD
MOISTURE
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
COMPACTION
PERCENT
REL COMP.
REQUIRED
REMARKS:
AEL102 (04I89
AMERICAN ENGINEERING LABORATORIES, INC.
7940 Arjons Dr., Suite A 0 350 S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business Center Dr., Unit A
San Diego, CA 92126 . Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284
(619) 695-3730 (714) 272-4230 (209) 576-0813 (619) 228-1754
CLIENT: PROJECT: DATE:
Ppci pIQPOT I.D. NO.:
S 1?bjD PROJECT NO.:
REPORT OF FIELD COMPACTION TEST
TEST E LOCATION OF TEST
FIELD
MOISTURE
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
COMPACTION
PERCENT
REL. COMP.
REQUIRED
REMARKS: It)5S frtSt::. 7
TEST S LOCATION OF TEST
/,?I S-tfl71? 52ADc
FIELD
MOISTURE
1L3?c
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
P.C.F.
MAXIMUM PERCENT
DRY DENSITY RELATIVE
COMPACTION
PERCENT
REQUIRED
REL.COUP. REMARKS-
c .J.i
TEST S LOCATION OF TEST. . . .
3
FIELD
MOISTURE
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
COMPACTION
PERCENT
RE COMP.
REQUIRED
REMARKS: )3,,, S
j'2 -C
TEST S LOCATION OF TEST
FIdLD
MOISTURE
OPTIMUM
MOISTURE
I FIELD
I DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY
I PERCENT
RELATIVE
COMPACTION
) PERCENT
j REL. COUP.
REQUIRED
REMARKS: tP3 5 -tr &45 1'-
P<
____________
3g I32ô /2
TEST S LOCATION OF TEST S
FIELD
MOISTURE
OPTIMUM
MOISTURE
FIELD
I DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY
PERCENT
I RELATIVE
COMPACTION
I PERCENT I REL. COMP.
REQUIRED
REMARKS:
I
I/1) I3Ib I/12*6 I q6 c)
L102l04/89
AMERICAN ENGI NEERING LABORATORIES, INC
7940 Arjons Dr., Suite A 0 350 S Maple St., Unit K 0 515 Galaxy Way 0 58945 Business Center Dr., Unit A
San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284
(619) 695-3730 (714) 272-4230 (209) 576-0813 (619) 228-1754
CLIENT: PROJECT:
'evq2 iQPOr I.D. NO.:
RO PROJECT NO (f37
REPORT OF FIELD COMPACTION TEST
TEST SI LOCATION OF TEST
4 0 OI\L/(
FIELD OPTIMUM FIELD MAXIMUM PERCENT PERCENT REMARKS:
MOISTURE MOISTURE DRY DENSITY DRY DENSITY RELATIVE REL COMP.
% P.C.F. COMPACTION REQUIRED
Jsso )1d 1'i2c
TEST SI LOCATION OF TEST
r) WA
Fl LD OPTIMUM FIELD MAXIMUM PERCENT PERCENT REMARKS:
MOISTURE MOISTURE DRY DENSITY DRY DENSITY RELATIVE REL COMP.
P.C.F. COMPACTION REQUIRED
Bcw ' ma o T7. ci
TEST U LOCATION OF TEST .
1
g I1P iN ff'OD\AI
FIELD
MOISTURE
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
COMPACTION
PERCENT
REL COMP.
REQUIRED
REMARKS:
7Lt
TEST LOCATION OF TEST
____ S1i. /41 kscT3ffM g'N /?0t1,DVAV
Fl 0
MOISTURE
OPTIMUM
MOISTURE
%
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY REL COM
%
P. PERCENT
RELATIVE
COMPACTION
PERCENT
REQUIRED
REMARKS:
(.ç igap Ti
TEST SI LOCATION OF TEST .
)c Im ' cDwy' .
FIELD OPTIMUM FIELD MAXIMUM PERCENT PERCENT REMARKS:
MOISTURE MOISTURE DRY DENSITY DRY DENSITY RELATIVE REL COMP.
P.C.F. COMPACTION. REQUIRED
Ph5ceo L/c 1?Sf ri ,~O
AEL1O2 (04/89)
AMERICAN ENGINEERING LABORATORIES, INC .7940 Arjons Dr., Suite A 03505. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business Center Dr., Unit A
San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284
(619) 695-3730 (714) 272-4230 (209) 576-0813 (619) 228-1754
CLIENT: PROJECT: DATE:
CJT( OI AafmT 1. D. NO.:
j.sL3pO PROJECT NO.: &13?
REPORT OF FIELD COMPACTION TEST
TEST S LOCATION OF TEST
If Ii7s7cc,n / ( I - PL
FIELD
MOISTURE
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
COMPACTION
PERCENT
REL COMP.
REQUIRED
REMARKS: çjI5p a.e 3reP 'V..4it t)fB'I cQ
~srv- jo.. Ic jc j\1ç 9~1 7~
TEST S LOCATION OF TEST
1. RJSCR
FIELD OPTIMUM FIELD MAXIMUM PERCENT PERCENT REMARKS: 'O ' cc.
MOISTURE MOISTURE DRY DENSITY DRY DENSITY RELATIVE REL COMP. j
P.C.F. COMPACTION REQUIRED
7.~ fl.G rV1 i~ 9 c1co
TEST S LOCATION OF TEST
FIELD
MOISTURE
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
COMPACTION
PERCENT
REL COMP.
REQUIRED
REMARKS:
-
TESTS LOCATION OF TEST
FIELD OPTIMUM FIELD MAXIMUM PERCENT PERCENT REMARKS:
MOISTURE MOISTURE DRY DENSITY DRY DENSITY RELATIVE REL COMP.
%P.C.F. . COMPACTION REQUIRED - -
TESTS LOCATION OF TEST
FIELD
MOISTURE
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
COMPACTION
PERCENT
REL COMP.
REQUIRED
REMARKS:
-
AEL102(04/89)
_______ AMERICAN ENGINEERING LABORATORIES, INC.
7940 Arjons Dr., Suite A 0 350 S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business Center Dr., Unit A
San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284
(619) 695-3730 (714) 272-4230 . (209) 576-0813 (619) 228-1754
CLIENT: PROJECT: DATE:
0 tO'tR
I.D. NO.:
PROJECT NO.: 613)
REPORT OF FIELD COMPACTION TEST
TEST S LOCATION OF TEST
____ /OS?/" SA C,
FIELD
MOISTURE
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
P.C.F.
MAXIMUM j ) DRY DENSITY
PERCENT
RELATIVE
COMPACTION
PERCENT
I REL COMP.
I REQUIRED
REMARKS: SiE
F1Je-Yco5
____ O 1~.0L3.i S.
.1
TESTS LOCATION OF TEST . .
2¼ iOLff50/.5 1crj j3,s
FIELD OPTIMUM I FIELD I MAXIMUM I PERCENT J PERCENT REMARKS: 2II
MOISTURE
%I MOISTURE I DRY DENSITY
P.C.F.
I DRY DENSITY
I
RELATIVE
COMPACTION
f
i REL COMP.
I REQUIRED ,o
.O Ji ?i a
TESTS LOCATION OF TEST
3 /OJSo/"c(ciZ1c,ce
FIELD
MOISTURE
OPTIMUM
MOISTURE
I FIELD
DRY DENSITY I P.C.F.
I MAXIMUM
I DRY DENSITY
I PERCENT
I RELATIVE
COMPACTION
PERCENT
REL. COMP.
REQUIRED
REMARKS:SEE1C$1l
I
—kE ecce77 1 .19.6 L I26.O 90 15 d
TESTS LOCATION OF TEST
L/
FIELD OPTIMUM
MOISTURE
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
COMPACTION
REMARKS:59' 7ç7(c 6-2-1-191
PERCENT
REL COMP.
REQUIRED
rA 0-0,V61— ? - O m'-3—/3-0 -0 F3'() s.
TESTS LOCATION OF TEST
FIELD
MOISTURE
OPTIMUM
MOISTURE MOISTURE
I FIELD
I DRY DENSITY
P.C.F.
I MAXIMUM I DRY DENSITY
I PERCENT
I- RELATIVE
COMPACTION
I PERCENT I REL COMP.
REQUIRED
REMARKS:
IFAdrD tO,17A( c:S . a
AEL102 (041891 .
AM ER I CAN ENGINEERING LABORATORIES, INC
7940 Arjons Dr., Suite A 0 350 S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business Center Dr., Unit A
San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284
(619) 695-3730 (714) 272-4230 (209) 576-0813 (619) 228-1754
CLIENT: PROJECT: DATE:
f • . Ftb I.D. NO.:
- - -
-
PROJECT NO.: /37
REPORT OF FIELD COMPACTION TEST
TEST S LOCATION OF TEST -
FIELD - OPTIMUM- FIELD MAXIMUM PERCENT PERCENT REMARKS: 7' I Ctt 2,Fcovoge7
MOISTURE MOISTURE DRY DENSITY - DRY DENSITY RELATIVE REL COMP. I
-% - % - P.C.F. COMPACTION REQUIRED 5ric W13
Th554D- .O O
TEST U LOCATION OF TEST -- -
- -
FIELD
MOISTURE
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
COMPACTION
PERCENT
REL COMP.
REQUIRED
REMARKS:_r .y_ 1? (?e.F 7 C I-
. 55 "
51 €) tj14 L
'7.0 .O /3 /.o
TESTS LOCATION OF TEST - - -
cthcsi!
FIELD
MOISTURE
%%
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
COMPACTION
PERCENT
REL. COMP.
REQUIRED
REMARKS: '7r iri
.-. 1
t
',/E)
g'sz,
____
• /&cj dfSj - ~1)
TEST U LOCATION OF TEST - - - - -
-
FIELD
MOISTURE
%-%
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
P.C.F. -
MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
COMPACTION
PERCENT
REL. COMP.
REQUIRED
REMARKS:/eiT- IUca"6z~er 13 V
..,- ...
3ivvdFert -
- TESTS LOCATION OF TEST -
.10
.
fIELD OPTIMUM I FIELD I MAXIMUM I I I PERCENT I PERCENT I
rg Etev7 BY
MOISTURE MOISTURE I DRY DENSITY DRY DENSITY RELATIVE - REL COMP.
I - P.C.F. I I COMPACTION I REQUIRED 15 I ~11 \r../$EeJ
(04/ B9)
-
AMERICAN ENGINEERING LABORATORIES, INC.
940 Arjons Dr., Suite A 0 350 S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business Center Dr., Unit A
San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284
(619) 695-3730 (714) 272-4230 (209) 576-0813 (619) 228-1754
CLIENT: PROJECT: DATE:_2f_'
TIFC1I?1t2P? R) RiG1 I.D. NO.:
RcwD PROJECT NO.:
REPORT OF FIELD COMPACTION TEST
TEST 5 LOCATION OF TEST -
7
FIELD
MOISTURE
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY MP.
%%
PERCENT
RELATIVE
COMPACTION ED
REMARKS:
J3SEb-
EPERCE
NT
c
LI
TEST U LOCATION OF TEST -
c, Ass jr BA _S
FIELD OPTIMUM FIELD MAXIMUM PERCENT PERCENT REMARKS:
MOISTURE MOISTURE DRY DENSITY DRY DENSITY RELATIVE REL COMP.
P.C.F. COMPACTION REQUIRED
ssED 1-32661%.1 sj
TEST U LOCATION OF TEST
FIELD
MOISTURE
OPTIMUM
MOISTURE
V.
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
COMPACTION
PERCENT
REL. COMP.
REQUIRED
REMARKS:
&eo -•1. '• 6 1:1 %I3 /3d O ' 0
TEST 5 LOCATION OF TEST - -
19 Ar
FIELD
MOISTURE
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
COMPACTION
- PERCENT
REL COMP.
REQUIRED
REMARKS:
TEST U LOCATION OF TEST
PS_
1 5I F5
I_f_li kc.c ips
FIELD
MOISTURE
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
COMPACTION
PERCENT
REL COMP.
REQUIRED
REMARKS:
1ssErJ -
5. 'o Klsl I3o CJ5c)
AEL102 (04/891 -
. .
n
(J'1 AMERICAN ENGINEERING LABORATORIES, INC.
940 Arjons Dr., Suite A 0 350 S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business Center Dr., Unit A
San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284
(619) 695-3730 (714) 272-4230 (209) 576-0813 (619) 228-1754
CLIENT: c,T'(r
PROJECT:
P6v4PR 1?OD
DATE:
I.D. NO.:
Is
PROJECT NO.: J37
REPORT OF FIELD COMPACTION TEST
TEST U LOCATION OF TEST
I .
FIELD OPTIMUM I FIELD MAXIMUM I PERCENT I PERCENT I REMARKS: 1'2'c1NQj7
MOISTURE MOISTURE DRY DENSITY DRY DENSITY I RELATIVE I REL COMP. 5r's
I P.C.F. I I COMPACTION REQUIRED C)RJ3 ARI.A
. 1 1 6 .5-, i- / o<I O. I 70.6
TEST U LOCATION OF TEST
3"" /
FIELD
MOISTURE
¼
OPTIMUM
MOISTURE
¼
I FIELD
DRY DENSITY
I P.C.F.
MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
COMPACTION
PERCENT
REL COMP.
REQUIRED
I REMARKS: Cl.sS 1(j Dt/ eJIt.3
L- 192o
TEST U LOCATION OF TEST '
3 ,
FIELD OPTIMUM 1 FIELD I MAXIMUM I PERCENT I PERCENT
MOISTURE MOISTURE DRY DENSITY I DRY DENSITY I RELATIVE I REL COMP.
REMARKS: c3c6, 7571-DC.1Z
I
¼ P.C.F. COMPACTION I REQUIRED URI?
(0.1 5- f 13o4 I
TEST U LOCATION OF TEST
FIELD
MOISTURE
¼
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
P.C.F.
DRY DENSITY [ MAXIMUM I PERCENT I RELATIVE I COMPACTION
I PERCENT
I REL COMP.
REQUIRED
REMARKS: 13 se; 1 T L.'N 00Z
r-0176 AizEQ
TEST U LOCATION OF TEST
.6 7
FIELD • OPTIMUM FIELD PERCENT 1 PERCENT REMARKS: :t:, 1 c7 N(( CU
MOISTURE MOISTURE DRY DENSITY RELATIVE I REL COMP.
% ¼ P.C.F. COMPACTION I REQUIRED
I135-I ( I1,3
Mj1U
[DRY
J' 1. 0 1 7O.o
AEL102 (04/89 • - . •
AMERICAN ENGINEERING LABORATORIES, INC. .940 Arjons Dr., Suite A 0 350 S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business Center Dr., Unit A
San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284
(619) 695-3730 (714) 272-4230 (209) 576-0813 (619) 228-1754
CLIENT: PROJECT: DATE:
CSIYOF 4\cR P1?Ic) I.D. NO.:
IRORD PROJECT NO.:
REPORT OF FIELD COMPACTION TEST
TEST fl LOCATION OF TEST
FIELD
MOISTURE
OPTIMUM
MOISTURE
%
FIELD
DRY DENSITY
-P.C.F.
MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
COMPACTION
PERCENT
REL COMP.
REQUIRED
REMARKS:
TEST R LOCATION OF TEST
c3712
FIELD OPTIMUM FIELD MAXIMUM PERCENT PERCENT REMARKS:
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TEST # LOCATION OF TEST
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AEL102 (04/89
1 0
AMERICAN ENGINEER:: LABORATORIES, INC.
7940 Arjons Dr., Suite A 0 350 S. Maple St., Unit K ' 0 515 Galaxy Way 0 58945 Business Center Dr., Unit A
San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284
(619) 695-3730 (714) 272-4230 (209) 576-0813 (619) 228-1754
CLIENT: PROJECT: DATE:
. 1JcR AT RD I.D. NO.:
PROJECT NO.: 3)
REPORT OF FIELD COMPACTION TEST
TEST U LOCATION OF TEST
FIELD OPTIMUM FIELD MAXIMUM PERCENT PERCENT REMARKS:
MOISTURE MOISTURE DRY DENSITY DRY DENSITY RELATIVE REL COMP.
P.C.F. COMPACTION REQUIRED
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AMERICAN ENGINEERING LABORATOR
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0 350 S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business Center Dr., Unit A
an Diego, Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284
(619) 695-3730 (714) 272-4230 (209) 576-0813 (619) 228-1754
CLIENT: - PROJECT: . DATE:
airF I.D. NO.:
PROJECT
- REPORT OF FIELD COMPACTION TEST
TESTIS LOCATION OF TEST
FIELD OPTIMUM I FIELD I MAXIMUM PERCENT PERCENT REMARKS: 4oD'dpsV
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- AEL102 (04/89)
AMERICAN ENGINEERING LABORATORIES, INC.
940 Arjons Dr., Suite A 0 350 S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business Center D., Unit A
San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284
(619) 695-3730 (714) 272-4230 (209) 576-0813 (619) 228-1754
CLIENT: -
PROJECT: DATE:
Pi2 jf? 3F1 I.D. NO.:
S3PD PROJECT NO.: /37
REPORT OF FIELD COMPACTION TEST
TEST U LOCATION OF TEST
FIELD
MOISTURE
OPTIMUM
MOISTURE
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AEL102 (94/89). ..
AMERICAN ENGINEERING LABORATORIES, INC
#7940 Arjons Dr., Suite A 0 350 S. Maple St., Unit 1< 0 515 Galaxy Way 0 58945 Business Center Dr., Unit A
San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284
(619) 695-3730 (714) 272-4230 . (209) 576-0813 (619) 228-1754
CLIENT: PROJECT: DATE:)38
I.D.NO.:
PROJECT NO.:
REPORT OF FIELD COMPACTION TEST
TEST SI LOCATION OF TEST
FIELD OPTIMUM FIELD MAXIMUM PERCENT PERCENT REMARKS:
MOISTURE MOISTURE DAY DENSITY DRY DENSITY RELATIVE REL COMP. S
P.C.F. COMPACTION REQUIRED
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REMARKS: j
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AEL102 (04/89) .
AMERICAN ENGINEERING LABORATORIES, INC.
#7940 Arjons Dr., Suite A 0 350 S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business Center Dr., Unit A
San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284
(619) 695-3730 (714) 272-4230 (209) 576-0813 (619) 228-1754
CLIENT: PROJECT: DATE:
I.D. NO.:
it't3tD IAD PROJECT NO.: 6I3-7
REPORT OF FIELD COMPACTION TEST
TEST # LOCATION OF TEST
FIELD OPTIMUM FIELD MAXIMUM PERCENT PERCENT REMARKS: l F.J3
MOISTURE MOISTURE DRY DENSITY DRY DENSITY RELATIVE REL COMP.
P.C.F. COMPACTION REQUIRED
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TEST U LOCATION OF TEST
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REMARKS: to 110
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AEL102 (04I89 V
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4u1Jjjj AMERICAN ENGINEERING LABORATORIES,, INC
#940 Arjons Dr., Suite A 0 350 S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business Center Dr., Unit A
San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 ' Yucca Valley, CA 92284
(619) 695-3730 (714) 272-4230 (209) 576-0813 (619) 228-1754
,&j.IENT: p PROJECT: DATE:
C) YOr?t1T? 1Pr1'1?1>D I.D. O:
PROJECT NO.: bl3T7
REPORT OF FIELD COMPACTION TEST
TEST U LOCATION OF TEST
FIELD
MOISTURE
¼
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DRY DENSITY
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MAXIMUM
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REMARKS: r
TEST U - LOCATION OF TEST
91
-
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¼
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REMARKS:
TEST U LOCATION OF TEST
3 -cQ %6"A. 13.
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¼
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REMARKS: SUO ..t,3. - - ci:. i ' f:~S 4J_ l3s
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TEST# LOCATION OF TEST•
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REMARKS: ' -
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AEL102 (04/891
AMERICAN ENGINEERING LABORATORIES, INC.
#7940 Arjons Dr., Suite A 0 350 S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business Center Dr., Unit A
San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284
(619) 695-3730 (714) 272-4230 (209) 576-0813 (619) 228-1754
CLIENT: PROJECT: DATE:
bjp! PfllTO I.D. NO.:
PROJECT NO.: (0)37
REPORT OF FIELD COMPACTION TEST
TESTS LOCATION OF TEST
FIELD OPTIMUM I FIELD MAXIMUM I PERCENT PERCENT REMARKS jL
MOISTURE MOISTURE I DRY DENSITY I DRY DENSITY I RELATIVE I REL. COMP. I ) ,.S
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j REMARKS:
I I
7
TEST U LOCATION OF TEST
-
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TEST U LOCATION OF TEST ,
FIELD
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TESTS LOCATION OF TEST
10
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I
AEL102 (04/89)
AMERICAN ENGINEERING LABORATORIES, INC.
7940 Arjons Dr., Suite A 0 350 S. Maple St., Unit ,K 0 515 Galaxy Way 0 58945 Business Center Dr., Unit A
San Diego, CA 92126 Corona, CA 91720 -. Modesto, CA 95356 Yucca Valley, CA 92284
(619) 695-3730 (714) 272-4230 (209) 576-0813 (619) 228-1754
CLIENT: . .
PROJECT: . DATE:
Frbypt? 'pP . I.D. NO.:
- PROJECT No:: &)3?
REPORT OF FIELD COMPACTION TEST
TEST S LOCATION OF TEST
-
FIELD
MOISTURE
OPTIMUM
MOISTURE
FIELD
I DRY DENSITY
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I REMARKS "' CIp,t .5'c6
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- TEST S LOCATION OF TEST .
13,. -
FIELD
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TEST S LOCATION OF TEST
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MOISTURE I
%
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1JLf .O I
AEL102 (04I89
I
AMERICAN. ENGINEERING LABORATORIES, INC.
940 Arjons Dr., Suite A 0 350 S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business Center Dr., Unit A
San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284
(619) 695-3730 (714) 272-4230 (209) 576-0813 (619) 228-1754
CLIENT: PROJECT: DATE: 6
C' c43D Wb !I'1O I.D. NO.:
PROJECT NO.: 137
REPORT OF FIELD COMPACTION TEST
TESTS LOCATION OF TEST
FIELD
MOISTURE
V.
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
COMPACTION
PERCENT
REL COMP.
REQUIRED
REMARKS: 5-I4E cJrcX g,5
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TESTS LOCATION OF TEST
17
FIELD
MOISTURE
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TEST S LOCATION OF TEST
FIELD
MOISTURE
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MOISTURE
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MAXIMUM
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COMPACTION
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REQUIRED
TESTS LOCATION OF TEST
FIELD OPTIMUM FIELD MAXIMUM PERCENT PERCENT
MOISTURE MOISTURE DRY DENSITY DRY DENSITY RELATIVE REL. COMP.
% P.C.F. COMPACTION REQUIRED
91G 2,C)1(( 5)3c-6a 95 6
REMARKS: Foj .1/c
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AEL102 (04189)
AMERICAN ENGINEERING LABORATORIES, INC. .7940 Arjons Dr., Suite A 0 350 S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business Center Dr., Unit A
San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284
(619) 695-3730 (714) 272-4230 (209) 576-0813 (619) 228-1754
CLIENT: PROJECT: DATE:
C-- If-rt C) I- ktc YToAD I.D. NO.:
cIsi3pD PROJECT NO.: 037
REPORT OF FIELD COMPACTION TEST
TESTS LOCATION OF TEST
FIELD
MOISTURE
%
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•
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AEL102 (04189)
AMERICAN ENGINEERING LABORATORIES, INC.
**940 Arjons Dr., Suite A 0 350 S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business Center Dr., Unit A
San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284
(619) 695-3730 (714) 272-4230 (209) 576-0813 (619) 228-1754
CLIENT: PROJECT: DATE:
fIci'? IiI iD I.D. NO.:
PROJECT NO.: (/37
REPORT OF FIELD COMPACTION TEST
TEST N LOCATION OF TEST
FIELD
MOISTURE
OPTIMUM
MOISTURE
%
FIELD j
DRY DENSITY
P.C.F.
MAXIMUM
I DRY DENSITY
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PERCENT
REL COMP.
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IP 13.3
TEST # LOCATION OF TEST -
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COMPACTION
PERCENT
REL COMP.
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I REMARKS: C..! 51
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TEST# LOCATION OF TEST
FIELD
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L) cLf* I, Ig -
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/3 o
TEST U LOCATION OF TEST
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AEL1O2 (04/89)
AMERICAN ENGINEERING LABORATORIES, INC.
#940 Arjons Dr., Suite A 0 350 S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business Center Dr., Unit A
San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284
(619) 695-3730 (714) 272-4230 (209) 576-0813 (619) 228-1754
CLIENT: . PROJECT: DATE:
CV15PP I.D. NO.:
PROJECT NO.:
REPORT OF FIELD COMPACTION TEST
TEST # LOCATION OF TEST
J I,
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AEL102 (04/89)
AMERICAN ENGINEERING LABORATORIES, INC. .940 Arjons Dr., Suite A 0 350 S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business Center Dr., Unit A
San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284
(619) 695-3730 (714) 272-4230 (209) 576-0813
-.
(619) 228-1754
CLIENT: PROJECT: DATE: (61 -
j7"c j3p c.mp rc) fAD I.D. NO.:
PROJECT NO.: 613-7
REPORT OF FIELD COMPACTION TEST
TEST S LOCATION OF TEST
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FIELD OPTIMUM FIELD I MAXIMUM I PERCENT I PERCENT I REMARKS:
MOISTURE MOISTURE I DRY DENSITY -DRY DENSITY I RELATIVE REL COMP. I P.C.F. . I. COMPACTION REQUIRED
TEST S LOCATION OF TEST
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AEL102 (04/89)
AMERICAN ENGINEERING LABORATORIES, INC. .940 Arjons Dr., Suite A 0 350 S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business Center Dr., Unit A
San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284
(619) 695-3730 (714) 272-4230 (209) 576-0813 (619) 228-1754
CLIENT: PROJECT: ,. DATE:— '
ciTY ibc- p)?gJ 9D I.D. NO.:
43pr PROJECT NO.:
REPORT OF FIELD COMPACTION TEST
TEST U LOCATION OF TEST
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FIELD OPTIMUM FIELD J MAXIMUM PERCENT i PERCENT REMARKS: aI.s~
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AEL102 (04/89)
AMERICAN ENGINEERING LABORATORIES, INC. .940 Arjons Dr., Suite A 0 350 S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business Center Dr., Unit A
San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284
(619) 695-3730 (714) 272-4230 (209) 576-0813 (619) 228-1754
CLIENT: -
PROJECT:.: . .
DATE:
Cj7ZcI oJ JSp jr F t T?arD . I.D. NO.:
PROJECT NO '137
. REPORT OF FIELD COMPACTION TEST
TEST# LOCATION OF TEST . .
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FIELD OPTIMUM FIELD • MAXIMUM PERCENT PERCENT REMARKS: Cl Ass 17 )3j
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•
AEL102 (04/89)
AMERICAN ENGINEERING LABORATORIES, INC. .7940 Arjons Dr., Suite A 0 350 S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business Center Dr., Unit A
San Diego, CA 92126 . Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284 -
(619) 695-3730 (714) 272-4230 (209) 576-0813 (619)228-1754
CLIENT: PROJECT: . DATE: 4
l7Y oFr?Li3,D . I.D. NO.:
PROJECT NO.: ( I 7
REPORT OF FIELD COMPACTION TEST
TEST S LOCATION OF TEST
So A S/
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FIELD
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TEST S LOCATION OF TEST
FIELD
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REL COMP. REMARKS: 1T -
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AEL102 (04/89)
AMERICAN ENGINEERING LABORATORIES, INC.
097940 Arjons Dr., Suite A 0 350 S. Maple St., Unit K 0 $15 Galaxy Way 0 58945 Business Center Dr., Unit A
San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284
(619) 695-3730 (714) 272-4230 (209) 576-0813 (619) 228-1754
CLIENT: PROJECT:, DATE: 3-
fJLIIf. Ai( A tl? PC 1RoTP .
S
5
; PROJECT NO.: /37
REPORT OF FIELD COMPACTION TEST
TEST S LOCATION OF TEST
FIELD
MOISTURE
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
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MAXIMUM
DRY DENSITY
PERCENT
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TESTS LOCATION OF TEST S
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FIELD OPTIMUM FIELD MAXIMUM PERCENT PERCENT REMARKS: -
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AEL102 (04/89
AMERICAN ENGINEERING LABORATORIES, INC.
#940 Arjons Dr., Suite A 0 350S. Maple St., Unit K . 0 515 Galaxy Way, 0 58945 Business Center Dr., Unit A
San Diego, CA 92126 Corona, CA 91720 '. Modesto, CA 95356 Yucca Valley, CA 92284
(619) 695-3730 (714) 272-4230 (209) 576-0813 . (619) 228-1754
CLIENT: PROJECT: DATE: 6 3G- 6
cJ1 I?IcD Pp,Iosz iRPoRT I.D. NO.:
Roft D PROJECT NO.: I
REPORT OF FIELD COMPACTION TEST
TEST # LOCATION OF TEST
1/
FIELD
MOISTURE
OPTIMUM
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%
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PERCENT
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AEL102 (04/89
AMERICAN ENGINEERING LABORATORIES, INC. .7940 Arjons Dr., Suite A 0 350 S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business Center Dr., Unit A
San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284
(619) 695-3730 (714) 272-4230 (209) 576-0813 (619) 228-1754
CLIENT: PROJECT: DATE:'
cc1Y 0J- CRiSP V I.D. NO.:
PROJECT NO.:
REPORT OF FIELD COMPACTION TEST
TEST N LOCATION OF TEST
C) A
FIELD OPTIMUM FIELD MAXIMUM PERCENT PERCENT REMARKS: I -
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AEL102 (04/89)
AMERICAN ENGINEERING LABORATORIES, INC. .7940 Arjons Dr., Suite A 0 350 S. Maple St., Unit K - 0 515 Galaxy Way 0 58945 Business Center Dr., Unit A
San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284
(619) 695-3730 (714) 272-4230 (209) 576-0813 (619) 228-1754
CLIENT: PROJECT: DATE: 38?
CTI 15D j% FF&?T I.D.NO.:
PROJECT NO.: /37
REPORT OF FIELD COMPACTION TEST
TESTS LOCATION OF TEST .
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AEL102(04/89)
S
I
1
AMERICAN ENGINEERING LABORATORIES, INC. .940 Arjons Dr., Suite A 0 350 S. Maple St., Unit K '' 0 515 Galaxy Way 0 58945 Business Center Dr., Unit A
San Diego, CA 92126 , Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284
(619) 695-3730 (714) 272-4230 (209) 576-0813 . (619) 228-1754
CLIENT: - - PROJECT: . DATE:7--8
CE030 fov ifloD I.D. NO.:
PROJECT NO c;I37
REPORT OF FIELD COMPACTION TEST
TEST LOCATION OF TEST .
if A a
FIELD OPTIMUM FIELD MAXIMUM PERCENT PERCENT REMARKS: -
MOISTURE MOISTURE DRY DENSITY DRY DENSITY RELATIVE REL. COMP. '
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TEST S LOCATION OF TEST
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AEL102 (04/89
TEST S LOCATION OF TEST
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AMERICAN ENGINEERING LABORATORIES, INC.
7940 Arjons Dr.. Suite A - 0 350 S. Maple St.; Unit K .0 515 Galaxy Way 0 58945 Business Center Dr., Unit A San Diego, CA 92126 :-. . Corona, CA 91720 •, Modesto, CA 95356 . Yucca Valley, CA 92284 (619) 695-3730 °- (714)272-4230. (209) 576-0813 •. :' (619) 228-1754
CLIENT PROJECT DATE PAEYPAN )f5r '. . . '. . I.D. NO.:
AD .: "- PROJECTNO.: IJ1...
REPORT OF FIELD COMPACTION TEST
TEST U LOCATION OF TEST
I;5icIcH (* 3V• 0 00
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't, 7940 Arjons Dr Suite A 0 350 S Maple St Unit K 0 515 Galaxy Way. 0'58945 Business Center Dr.,Unit A
San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 ' Yucca Valley, CA 92284
(619) 695-3730 (714) 272 4230 (209) 576-0813 (619) 228-1754
CjENT: . PROJECT: . . . . DATE: g
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AMERICAN ENGINEERING LABORATORIES, INC.
...7940Arjons Dr., Suite A .. 0 350 S. Maple St.'. Unit K :. ' '0 515 Galaxy Way 0 58945 Business Center Dr., Unit A
San Diego, CA 92126 '. Corona, CA 91720 . Modesto; CA 95356 . Yucca Valley, CA 92284
(619) 695 3730 (714) 272 4230 (209) 576 0813 (619) 2280754
,CLIENT_ PROJECT - DATE SmD )PR I; (2P4 I.D.NO
(?cPiD PROJECT NO t.Z
REPORT OF FIELD COMPACTION TEST
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CLIENT PROJECT DATE oF ' ' " vvIr PPFôff'r,
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CLIENT: PROJECT- .' ... .. . '. DATE:
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AMERICAN ENGINEERING LABORATORIES, INC.
'7940'Arjons Dr., Suite A , 0 350 S. Maple St., Unit-K. 0 515 Galaxy Way 058945 Business Center Dr., Unit A
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CLIENT: ' . DATE: 1 '
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(619) 695 3730 (714) 272 4230 (209) 576 0813 (619) 228-1754 S .5- 5. .5 • S.., •5'
CLIENT PROJECT DATE - '9 cçry & Cr(3iD I?fgi I.D.NO 1L-zs 17
PROJECT NO Jj 7
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AMERICAN ENGINEERING LABORATORIES, INC.
i7940 Arjons Dr, Suite A ." 0 350 S. Maple St., Unit.K..- 515Galaxy Way' . 0 58945 Business Center' Dr., Unit A
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(619) 695-3730 . '. (7.14) 272-4230
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CLIENT PROJEcT DATE
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AMERICAN , ENGINEERING LABORATORIES, INC.
7940 Arjons Dr., Suite A 0.350 S. Maple St., Unit' K -. 0 515 Galaxy Way 0 58945 Business Center Dr., Unit A
San Diego, CA 92126 - . Corona, CA91720' . -' . Modesto, CA 95356. . Yucca Valley, CA 92284
(619) 695-3730 •., . (714)' 272-4230 ' . -. ,(209) 76-0813 . . • . (619) 228-1754
CLIENT:PROJECT DATE
I.D. NO.: qL-S9
'.PROJECT NO.:
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REPORT OF FIELD COMPACTION TEST
TEST IS LOCATION OF TEST •-- . .. . . .•• . .,; . . '• . ...
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(619) 695-3730 , . (714) 272-4230 , .• •,•, (209) 576-0813
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3JENT PROJECT DATE (. (, c, •'•' . •.• . I.D. NO.:
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AMERICAN ENGINEERING LABORATORIES, INC.
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.1 VAMERICANTENGINEERING LABORATORIES, INC.
t7940 Arjons Dr., Suite A .0350 S. Maple St., Unit K 0 515 Galaxy Way . 058945 Business Center Dr., Unit A
San Diego, CA 92126 . •. Corona, CA 91720: : Modesto, CA 95356 . Yucca Valley, CA 92284
(619) 695-3730 (714) 272-4230 (209) 576 0813 (619) 228 1754
CLIENT: . . . . PROJECT:'' . ... V..
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American Engineering Ldwatodes, Inc.' RECEIVED 7940 Adons Drive, Suite A, SKin Diego, CA 921,216
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MUNICIPAL PROJECTS
LABORATORY NUMBER 89_38:
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REPORT ON AGGREGATE TESTS.; DATE June 14, 198
VAEL No. 9L-260 .• . •
FILE NO.
. 1172 SAMPLE DATA
JOB DATA PALOMAR AIRPORT ROAD Class II Base, sampled by AEL
Carlsbad, CA V Personnel. Source Chilcote -
1 V Oceanside Plant.
Client: CITY OF CARLSBAD V - . . . -r,fl 'R L- Srtirn 7flfl
Sample No. 10. . ., . . Secitications
. . V - VV •VV Sample Size
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V V V Sieve Size Para. 2. 2. 2
1-V?' 100 . . V
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Report To 2-CITY OF CARLSBAD AMERICAN ENGINEERING LABORATORIES
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ROBERT. M. ZIKEiI , Operations Manager
• 7sDnveS San DgcCA92126
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LABORATORY NUMBER 89-346 REPORT ON AGGREGATE TESTS DATE June 14, 198
AEL No.. 9L-258 .. .
FILE NO.' 1172 SAMPLEDATA
JOB DATA PALOMAR. AIRPORT ROAD . Class IIBade. Sampled by AEL
Carlsbad, CA Personnel. Source: Chilcote -
Oceanside Plant.
Client: CITY OF.CARLSBAD . : Green Book Section 200
Sample No. .. - . Specifications
Sample Size
Sieve Size Para. 2. 2. 2 : .
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.
Remarks:
Report To:2-CITY OF CARLSBAD AMERICAN ENGINEERING LABORATORIES
W I .
S •. REVIEWED BY . S..
• . ROBERT M. ZIKELI, qperations Manager
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JUN-05-1989 11:08 FROM TO 4380894 P.03
San fliego
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AnierIcanhgIneeHbg LaboratorIes, Inc.
TELECOPY TRANSMITTAL COVER SHEET
DATE.___________
COMPANYt 4.
FAX PHONE: •'/3 - TIME,.-
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AMERICAN ENGINEERINC.t3AORATORIES INC. SAN DIEGO
MESSAGE: ' •... •;
IF ALL PACES ARE NOT PECEIVED, PLEASE CALL. 695-3730 AS SOON AS
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•'• ••
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7940 Atjons Dr.. Suite A. San Diego, CA 92126 (619) 695-3730
515 Cy Way, Modesto, CA'95356 (209) 5760813
350 S. Maple' St., Unit K.-Corona, CA 91720' (714) 272.4230
58945 Bu'slness Center Dr. Unit A. Yucca .Vtey. CA 92284 (619) 228-1754
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AM ERICAN ENGINEERING' LABORATORIES, INC'."
'7940Arjons Drive, Suite A.' U 1490 Rincon Street, Unit Z' U 515 Galaxy Way j San Diego, CA 92126 .. Corona CA 91720' Modesto, CA 95356 (619) 695-3730 . (714) 272-4230 . (209)576-0813
CLIENT . . . ' PROJECT .'' '' '. ' DATE:
CITY OF CARLSBAD I D NO aewl Attn: Bob.Leneve - . PROJECT NO..
2075 Las Palmas Drive.' • ' . .
"' Carlsbad, CA 92009-4859 REPORT OF FIELD COMPACTION TEST
TEST I LOCATION OF TEST/4,
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-
Page 1 of
/1 I
AMERICAN ENGINEERING LABORATORIES, INC.
0 7940 Ariona Dr.. Suite A 0 350 South Maple St.. Unit K 0 515 Gatasy Way 0 58945 Business Center Dr.. Unit A . Son Dingo, CA 92126 Corona, CA 91720 ModestO, CA 95356 Yucca Valley. CA 92264
(619) 695-3130 (714) 272.4230 (209) 576-0813 (619) 228.1754
INSPECTION REPORT
.
Name i0er pta:SLP .?R.._1_L, 2Q Ei1uii___. Building r'ermit No ....__
P'i.:l 4idress
- Plan File No -- -.
A,ChII*'CI ,.. --__________ ..________________ Govt Contract No ...........
Census Tract No....__.._._............
Corti,Ck" -
, Other
INSPECTION CODE MATL SAMPLING CODE MATERIAL. DESCRIPTION INSPECTION CHF.CKLIST OSNPD F104 - Concrete Cylinders. CC Point.. Reber Plan & Specs OSA FLOS - Cement C ,..Pesnt WWF . - Clearances Sonc,ally F106 Morter Samples MS Point Tendons ______ ._ Positions MpchRn.ca F107 Grout Samples OS Conic Mix i/psi ._ .—Sizes; ..... --__ ................ Eieciocai Floe5 - Masonry Prisms MP - Conic Miss/psi . - lets ............ FLO9 - Masonry Block MB ._ Conc Ms uipsi Future Continuity ..-_----.-. .. . ........ Concrete FLIP ,_ Fireproolirig FP ... Grout Mi. i/ps. - ._ Consolidation ._. ...... Masonry Flit Units (block or brick) UB Mortar Type/psi ___._ Mortar Belching - ............._. . Strucl Steel Fl12 Asphailic Concrete AC - Units Block - - -- Etectr,de Storage
Prest,ess Conc Fl 13 . Rooting PS ....._ Units Brick __________ .__.___. Torque Applied ._ ._ .... Pile'Driv.ng F114 - Rent Steel RSS Steal
rireorooling. FItS .,.. Sleet SS HS Bolts -
WslCrp'ooting Ft.16 MS Bolts . ' HSB - Metal Decking_
- Nor"Deslruct,ve FIll Tendon tPT Strands) TS ' - Electrodes
Corrective action required ...........
- -. Asphalt Paving FL19 Other Fireprooting
- Offiet ___Other - . Corrections complOted - - . . ..........
INSPECTION DATE
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CERTIFICATION OF COMPLIANCE: All of the reported work, unless otherwise noted, c
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AMERICAN ENGINEERING LABORATORIES, INC.
0 7940 Arjons Drive, Suite A 0 1490 Rincon Street, Unit Z 0 515 Galaxy Way San Diego. CA 92126 Corona, CA 91720 Modesto, CA 95356 (619) 695-3730 (714) 272-4230 (209) 576-0813
CLIENT: PROJECT: DATE: '/ CITY OF CARLSBAD )tC..-ILp1lri"b I.D. NO.: 9H-102 ..-Attn: Bob Leneve
Carlsbad, CA PROJECT NO.: 1172 2075 Las Palmas Road
Carlsabad, CA 92009-
4859 REPORT 2009 4859REPORT OF FIELD COMPACTION TEST
TEST I LOCATION OF TEST
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MOISTURE
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I
Page
AMERICAN ENGINEERING LABORATORIES, INC.
0 7940 Arjons Dr., Suite A .o 1490 Rincon St., Unit Z 0 515 Galaxy Way 0 58945 Business Center Dr. Unit A
San Diego, CA 92128 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284
(619) 695-3730 (714) 272-4230 (209) 576-0813 (619) 228-1754
INSPECTION REPORT
Pro1,cl a . -. U
Project Name (per plans)— .
Project Address (legal)
Architect .... -- -.
Engineer .. -.
Contractor
Building Permit No.—
Plan File No.
Govt. Contract No.
Census Tract No.
Other
INSPECTION CODE MATL SAMPLING CODEL MATERIAL DESCRIPTION . . INSPECTION CHECKLIST
OSHPD Concrete Cylinders CC .,,,,... Paint.: Pebar ________________ Plan & Specs
OSA FLOS Cement C - Point.: W.WF. ______________ -Clefirences Specialty FLOG - Mortar Samples MS - Point.. Tendons ________________ -. Positions
Mechan.ca1 Ft.,07. - Grout Samples GS Conc.: Mix i/pc -- Sizes
- Electrical FLOG. - Masonry Prisms UP - Conc.: Mix 0/psi Laps Rooting FLOg Masonry Block MB - Conc.. Mix 4/pc _______________ Future Continuity
. Concrete Fl.lO Fireproofing FP -.Grout. Mix 0/psi Consolidation Masonry Fill - Units Iblock or brick) ufl _,,._ Mortar Type/pc ___________ . - Mortar Botching'
Struci Steal F112 . Asphaltic Cot eta AC Units: Block ___________________ - Electrode Storage Prestress Conc FL13 - Rooting PS - Units. Brick ___________________ - Torque Applied Pile Driving Fill Runt. Steal RSS Steel
Fireproofing FitS ...,..,,.'Sleel SS -. H.S. Bolts
Metal Decking
- Walerprooling . File H.S. Bolts I4SB
Non-Destructive Fit? Tendon(PT Strands) TS ,, Electrodes -
- Corrective action required
. Corrections completed
Asphalt Paving F119 - other _______________
- Ottver _______________
- Fireproofing
.,_ Other - - -.
INSPECTION DATE . •
/—i:LJ', (1 . r
S CERTIFICATION OF COMPLIANCE: All of the reported work, unless otherwise noted, complies with approved plans, specifications
and applicable sections of the building codes. This report covers the locations of the work inspected only and does not
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"RE 4 CERT ii _DATE
"tour minimum 8 hour minimum after 4 hours 2 hour minimum for all cancellations. Overflmt c,fit,i'tlue
AMERICAN ENGINEERING LABORATORIES, INC.
Arjons Drive, Suite A 0 1490 Rincon Street. Unit Z 0 515 Galaxy Way San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 (619)695-3730 (714) 272-4230 (209) 576-0813
CLIENT: PROJECT: . . DATE: 5/10/89 CITY OF CARLSBAD (1( (Pr I D NO 9H"102 Attn: ...Bob.Leneve . Carlsbad, CA PROJECTNO.: 1172 2075 Las Palmas Drive
Carlsbad, CA 92009-4859
. ,.. .. ., . REPORT OF FIELD COMPACTION TEST
TESTS LOCATION OF TEST J If ,,a.,
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FIELD
MOISTURE
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OPTIMUM OPTIMUM
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7940 Arjuns Drive, Suite A
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TEST S LOCATION OF TEST
FIELD OPTIMUM FIELD MAXIMUM - PERCENT PERCENT REMARKS: MOISTURE MOISTURE-.DRY DENSITY DRY DENSITY RELATIVE REL COMP. .. . . S S P.C.F.- : COMPACTION REQUIRED . . -. .•
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AMERICAN ENGINEERING LABORATORIES, INC.'
'7940Arjons Drive, Suite A, El 1490 Rincon Street, Unit Z El 515 Galaxy Way San Diego, CA 92126 ', .. Corona CA 91720 Modesto, CA 95356 (619) 695-3730
, (714) 272-4230 (209) 576-0813
CLIEN't: '. PROJECT: .• '0 DATE:
CITY OF CARLSBAD ,4 I D NO .9H-*
'Attn: Boly:Leneve 0 - PROJECT NO..
2075 Las Palmas Drive.'. . ''.. . .
Carlsbad, CA 92009-4859 REPORT OF FIELD COMPACTION TEST
TEST S LOCATION OF TEST
FIELD M OISTUREMOISTURE.O PTIMUM FIVID MAXIMUM' PERCENT PERCENT 'REMiRKS: 7-
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TESTS. . LOCATION OF TEST
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Page 1 of
/ AMERICAN ENGINEERING LABORATORIES, INC.
0 1940 Arions Dr.. Suite A 0 350 South Maple St. Unit K 0 515 Galaxy Way 0 58945 Business Center 0'.. Unit A . Son Diego. CA 92126 Corona, CA 91120 Modesto. CA 95356 Yucca Valley. CA 92284 IS 19) 695-3130 (114) 2124230 (209) 516-0813 . (619) 228-1754
INSPECTION REPORT
'- o ed Name iper plansi.,2 Building r'ermit No —
4dU'esS (legal)
-- — Pla,, File No Achili'Ct ... ____. - __..______.__ - Govt Contract No ..................
Census Tract No.,,,...,._ .
C onIrlck" . - ______'_____.________..______
_
_
_
_
_
_
_
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. Other
INSPECTION CODE MATL SAMPLING CODE MATERIAL DESCRIPTION INSPECTION C'-F.CKLIST OSHPO FIO4 - Concrete Cylinders CC Runt.. Reber _. Plan A Specs OSA FLOS Cement C - Paint WWF _______________ Clearances .... Specaii FLO6 Mortar Samples MS Point Tendons ______ . Positions Mi,chan.ca: Ft,07 . Grout Samples GS ,_. Conc Mix .ipsi - ._. Siz. _... ........... Eiec?r.c.i Masonry Prisms MP - Coric Mix a/psi . Laps oo""g riog - Masonry Block MB . Conc Mix I/psi - Future Continuity
Concrete FIO , Fireproofing FP .,,,... Grout Mix P/psi _______...._._.__ Consolidalion .___._._..._...• .. Masonry Flit -- Units (block Orbrick) UP Mortar Type/psi _._ - Mona, Batching - ........ t'uci Slesi F112 , Apt'u5ltiC Concrete AC _Units Block -_______________ .._ Electrode Storage ..... - ... .. ........ P,esl,ea, Conc . F113 Rooting PS ,..._ Units Brick ___________ __.... - Torque Applied __.._... ... PileOr,v,ng F114 - ReunI Sleet RSS ..... Steel - - r,,ep,00ting Fits _..... Steel SS ,.,.'HS Bolls
weleniiyoot,ng Fits HS Boils . USO Metal Decking_
-
FIll - Tendon (PT Strand,) TS _ Electrodes
-- Corrective action rer,ui,ed ...........
Asphalt Paving FLt9 - Other _______________ - Fireproofing
Other
-
Other - __. •_••_ - Corrections complatati - . . .......
CERTIFICATION OF COMPLIANCE: Al) of the reported work, unless otherwise noted, c
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AMERICAN ENGINEERING LABORATORIES, INC.
0 7940 Arjons Drive, Suite A El 1490 Rincon Street. Unit Z El 515 Galaxy Way San Diego. CA 92126 Corona, CA 91720 Modesto, CA 95356 (619) 695-3730 (714) 272-4230 (209) 576-0813
CLIENT: PROJECT: DATE: CITY OF CARLSBAD --rLplrkb 1.0. NO.: 9H-102 ' ...-Attn: Bob Leneve Carlsbad, CA PROJECT NO.: 1172 2075 Las Palmas Road
Carisabad, CA 92009-4859 REPORT 2009 4859REPORT OF FIELD COMPACTION TEST
TESTS LOCATION OF TEST
PAZ 9 r-Ar- -(-4-o
FIELD
MOISTURE
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
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PERCENT
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PERCENT
REL. COMP.
REQUIRED
REMARKS:
((3O t2( 1(-7 90
LI
TESTS LOCATION OF TEST
LA-/)A-tAL c i-)F_1 -7 7-4-C— FIELD
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REQUIRED
REMARKS:
11'3'
TESTS LOCATION OF TEST
FIELD
MOISTURE
S
OPTIMUM
MOISTURE
S
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY
PERCENT
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PERCENT
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REQUIRED
REMARKS:
Jo'cf Lt2.oI?/.,- ZS1 1? (3
TESTS LOCATION OF TEST
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MOISTURE
S
OPTIMUM
MOISTURE
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DRY DENSITY
P.C.F.
MAXIMUM
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PERCENT
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PERCENT
REL. COMP.
REOUI RED
REMARKS:
71c) -rl It *2 - ~(i?-/'-- ?z °
TESTS LOCATION OF TEST
" i 2( 7 4- FIELD
MOISTURE
S
OPTIMUM
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S
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P.C.F.
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RELATIVE
COMPACTION
PERCENT
REL. COMP.
REQUIRED
REMARKS:
t(° CL ii1i t/.O
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Page 1 of
AMERICAN ENGINEERING LABORATORIES, INC.
7910 Arjons Dr.. Suite A 0 1490Rincon St.. Unit 2 0 515 Galaxy Way 0 58945 Business Center Or. Unit A
San Diego. CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284
(619) 695-3730 (714) 272-4230 (209) 576-0813 (619) 228-1754
INSPECTION REPORT
Proji'ct i . _j_j7 "Z.—
-
Protect Name (per - Building Permit No.
Protect Address (legal) - Plan File No.
Architect . . Govt. Contract No.
Engineer
. . Census Tract No.
Contractor -
. -- . Other
INSPECTION . CODE MATL SAMPLING CODE MATERIAL DESCRIPTION . . INSPECTION CHECKLIST
-. OSUPO FLO4 Concrete Cylinders CC - Point.: Rebar _________________ - Plan & Specs
.OSA FLO5 _Content C _flesnl.: W.WF. _____________ Clearances
Specialty F106 Mortar Samples MS - Rein.. Tendons ________________ . _. Positions
Mechanical F107 - Grout Samples OS Conc.: Mix Wool Sizes Electrical FLO@e Masonry Pnsrns UP Conc.: Mix P/ps - Laps
Roofing Flog - Masonry Block MB - Conc.. Mix u/pe - Future Continuity
. Concrete FIIO - Fireproofing FP Grout. Mix s/psi - Consolidation Masonry FLIt Units (block or brick) UB - Mortar Type/pSi ___________ . - Mortar Botching' Sirucl Steel FL12 ... Asphaltic Concrete AC - Units: Block ___________________ - Electrode Storage
-- Prestress Conc FL13 Rooting PS - Units Brick _____________________ - Torque Applied Pile Driving . F114 - Point. Steel ASS Steel
Fireproofing FItS .._Steel 55 -. U.S. Boll.
Waterproofing . FItS - U.S Bolts HSB - Metal Decking
Non-Destructive Fiji TendO(PT Strands) TS Electrodes
- Corrective action required
Corrections completed
Asp5rall Paving FItS - Other _____________
- Other
- Fireproofing
Other -.
CERTIFICATION OF COMPLIANCE: All of the reperted work, unless otherwise noted, complies
with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitu
t
e
engineering opinion or project control.
1IRE _ CERT ii DATE /0
'tour minimum 8 hour minimum after 4 hours 2 hour minimum for all cancellations OvRrtimc, affpr'tlun
AMERICAN ENGINEERING LABORATORIES, INC.
Ffr1?i Arjons Drive, Suite A Li 1490 Rincon Street. Unit Z 0 515 Galaxy Way' San Diego; CA 92126 Corona, CA 91720 Modesto, CA 95356 (619) 695-3730 ... (714) 272-4230 .. (209)1576-0813
CLIENT: .. . PROJECT: •. DATE: 5/10/89 CITY OF CARLSBAD )(c /fL (j . P.O. NO.: 9H-102 Attn: ...Bob.Leneve
. Carlsbad1 CA .. PROJECTNO.: 1172 . S 2075 Las Palmas Drive . Carlsbad, CA 92009-4859
.. '. . . . REPORT OF FIELD COMPACTION TEST
10
TEST P LOCATION OF TEST
FIELD
MOISTURE
OPTIMUM OPTIMUM
MOISTURE
FIELD
.DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY
. . .
PERCENT
RELATIVE
COMPACTION
PERCENT
REL. COMP.
REOUIRED .
REMARKS:
TEST I LOCATION OF TEST --A 1._.
FIELD FIELD. OPTIMUM FIELD MAXIMUM PERCENT PERCENT REMARKS: MOISTURE MOISTURE DR V. DEN8ITY DRY DENSITY' RELATIVE PEL. COMP, S S P.C.F. . - COMPACTION REQUIRED
JC'.c ICO,r
10
TEST I LOCATION OF TEST
FIELD OPTIMUM FIELD MAXIMUM j PERCENT PERCENT REMARKS: MOISTURE MOISTURE DRY DENSITY DRY DENSITY I RELATIVE' ' REL. COMP. S . 5 P.C.F. . ' COMPACTION REQUIRED
c'o
TESTS LOCATION OF TEST
FIELD
MOISTURE
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
P.C.F. '
- MAXIMUM
DRY DENSITY - - . '
PERCENT
RELATIVE •- COMPACTION
PERCENT
REL.- COMP. ''REQUIRED
REMARKS:
• Page lof 1
0'
AMERICAN ENGINEERING LABORATORIES, INC.
0 7940 Ar(ons Or.. Suite A 0 350 South Maple St., Unit K . 0 .515 Galaxy Way 0 58945 Business Center Dr.. Unit A
San Diego.CA 92126 .. . Corona, CA 91720 ., Modesto, CA 95356 . Yucca Valley. CA 92284
-
(619) 695-3730 •:. (714) 272-4230. '.
(209) 576-0813 . . (619) 228-1754
•.
0
INSPECTION REPORT
i-ic Lix
Project Name (per pians,_2~).iL! _LIc12SL2- \? Building Permit No.
Project Address (iegaI)__._ -______________ Plan File No
Architect Govt Contract No - -
Engineer - .
Census Tract NO.--
Lor'l,lClOr - __________________ ___________________________________________________ Other -- -
INSPECTION CODE MATL SAMPLING CODE MATERIAL DESCRIPTION INSPECTION CHFCKLIST
OSIIPD FLO4 Concrete Cylinders CC - Reint Reber ___________________ - Plan 6 Specs
OSA FL05 Cement U C Reint WWF _______________ - Clearances
Specially FLO6 - Mortar Samples MS - Roint Tendons ____________________ - Positions
Mechanical FLO7 - Grout Samples GS - Conc.. Mix 8/psi ---Sizes
Elect, Cal F1085 - Masonry Prisms UP - Conc..Mix i/psi - Laps - -
fl9 FL09 Masonry Block 0 MB. . - Coric'. MisC/psi; -Future Continuity 0
Concrete FLIO - Fireprooling FP - Grout Mix P/psi - Consolidation
Masonry Fill _Units (block or brick) US ._... Mortar Type/pc . - Mortar Belching
.. Siruct Steel Fi12 _L. AsphailiC Concrete AC •. ._. Units.. Block •0 - Electrode Storage
0
Prestress Conc FL13 - Rooting RS - _. Units Brick . Torque Applied -
Pie Driving FL14 ._... Reini St" 0 RS _ Steel
Fireorooling - . . FL1S - Steal .: . ss: H.S. Bolts
waterproofing F116 . .._. H.S. Bolts . : HSB- - Metal Docking-
Non-Destructive FIll Tendon (PT Strands). TS - Electrodes
- - Corrective action required - Asphalt Paving FL19 - Other ________________ - Firepróoting 0
- Other. -_•- Other -
,
•0 - Corrections completed
INSPECTION DATE
_0 •
. CERTIFICATION OF.COMPLIANCE:-AIIof the reported work,-unless otherwise noted', com'plles with approved plans, specifications
and applicable sections of the building codes. This report covers the locations of the work Inspected only and does not constitute
engineering opinion or proJecjçontrol
NSPEOORS(GNATURE. : _______- DATE _
0
NOTE Inspections based on 4 hour minimum 18 hour min Imum after 4 hours 2 hour minimum for all cancellations Overtime effective
- 'n +iirlu-nd iaftr fln rn nn wpkr$avq .'-: -.-'.' ' •''.- . 0 • 0 ; 0 . . . 0
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•. AMERICAN ENGINEERING LABORATORIES, INC
a 7940.Mjons Dr., Suite A 0350 South Maple St., Unit K - 0 515 Galaxy Way . 0 58945 Business Center Dr.. Unit A
It ego, CA 92126 Corona, CA 91720 . Modesto. CA 95356 Yucca Valley, CA .92284
19) 695-3730 (714) 2724230 (209) 576-0813 - ,. . (619) 228-1754
INSPECTION REPORT
6-P 4L rorect Name (per Building Permit No.
Ptoii.t Addiess Plan File No
Architect .._.___.L_.______L.. . . Govt. Contract No
nunei'r Cs act No.
Cor'traclor _________________ ________- _-___________ OIlier --
INSPECTION . CODE. MATL SAMPLING CODE. MATERIAL DESCRIPTION -. . '. -. INSPECTION CHECKLIST
OSHPO
OSA
FbI
. FL.05
- Concrete Cylindari
- Cement
CC - Paint Reber ___________________
Paint.: W.W.F.' S.•--
- Plan & Specs -
Clearances
Specially. . - -FLOG ._._ Mortar Samples MS ........,,. Point.. Tendons ' ' ._... Positions
Mechanical FLO? L__ Grout Samples GS Conc.: Mix a/psi .L... Sizes
Electrical . FL08, Masonry Prisms MP.- ..._ Conc.. Mix I/psi Laps
Roofing FLOg - Masonry Block MB - Conc Mix I/psi Future Continuity -
Concrete .-•-. FL 10- ,,_ Fireproofing ,- . FP -i._ Groui, Mix a/psi. - - Consolidation ._. Masonry Flit .. Units (block brick) .or US :-- Mortar: Type/psi . Mortar Belching
Slruct St". FL12 - AsphaIi Concrete AC --Units. Block _____________________ Electrode Storage
Prestress Conc FL3 - Rooting . PS Units- Brick'___-_-- . - Torque Appiued -._,.._,,..
Pile Driving F114 - Rein! Steel rss — Fireproofing FItS -Steel SS H.S.Bolts
Waterprooting F116 MS Bolts HSB - Metal Decking—
Non—Destructive - FIll _ Tendon (PT Strands) -YS —.Electrodes
,--
Corrective action required -- Asphalt Paving F1.19 - - Other -_-_. Fireproofing -S •,
- Other.. Other - Corrections completed - _--
INSPECTION DATE
Ck
2 -Q
-CERTIFICATION OF COMPLIANCE: All of therepor'ted work, unless otherwise noted, complies withaproved plans, specifications
and applicable sections of the building codes. This report covers.
the locations of the work inspected Only and does not constitute engineering opinion or pro) t control. : . . .5 . .. . . ..
INSPECTOR SIGNATURE CERT # DATE
NOTE: Inspections based on 4 hour minimum, 8 hourmlnimum after4 hours, 2 hour minimum for all cancellations. Overtime effective
on Saturday and after 3:30 -p.m. on weekdays.
_____-
' ,.' .' :. •t'i,. ';';c, ''. '. . .' '.. . 7'':..".., .'.. '-' . :. - •'.. - .'.-.:---. - -. . - . -
I.
Page 1 of
/ AMERICAN ENGINEERING LABORATORIES, INC.
,/. . 0 7940 Arjons Dr., Suite A . 0.350 South Maple St.. Unit K 0 515 Galaxy Way 0 58945 Business Center Dr.. Unit A
San Diego, CA 92126 ......'Corona, CA 91720 ' . Modesto. CA 95356 . Yucca Valley, CA 92284 . . . . . .
. (619) 695-3730 (714) 272-4230 (209) 576-0813 . ., . (619)226-1754 . .
(79 INSPECTION REPORT
Project Name (per plans l_ Building Permit No
Project Address (legal)___(2 L _______________________ Plan File No
Architect -- ______________________________________________________ Govt Contract No
Engineer ____________ Census Tract No.------
Contractor •._ - . . . .• .. . . Other
INSPECTION . CODE MATLSAMPUNG CODE MATERIAL DESCRIPTION . .. INSPECTION CHECKLIST
.J5HP() . FLO4 __.COnC,eIO Cylinders CC Paint.: Rebar __________________ Plan & Specs
OSA - FLO5 Cement C - Point W.W.F ________________ . .,,.. Clearances
Specialty FLO6 .... Mortar Samples MS . - Point. Tendons . , Positions
Machence' 'FLO7 - Grout Samples CS — Conc: Mix IIps& -.L. Sizes
Electrical . FLO8, - Masonry Prisms UP Conc.. Mix I/ps& Laps
Roofing Ft,09 _.., Masonry Block •- .- MB _L Conc. Mix I/psi .._ Future Continuity
Concrete . FL 10 - Fireproofing' . . Fp: - Grout Mix #/)5i .' —Consolidation ._
Masonry, . ...- Fill . i_.._ Units (block-or brick). UB ....L Mortar Type/psi -- . ____ Mortar Belching
Struct Steel- . Fit? _,_ Asphaltic Concrete . AC -_._--- Units. Stock . Electrode Storage
Prestrees Conc . F113 . ._.Rootinq. .......,RS ._.._,Units Brick . L...L Torque Apphed..,_,,_______
Pile Driving . . . F114 _._ Point Steel - RSS ,.... Steel
Fireproofing . . FitS Steel . .. SS . _. H.S. Bolts .
- Waterproofing FL16 __.11.S. Bolts . HSB Metai Decking.
. . 140n'Oestructjvo -: F117 __, Tendon (PT Strands) TS. Electrodes - .
— Corrective action required Asphalt Paving F11.19 — Other . _. Fireprooting .
IIIIIUIII UUII_I .
— Other. ,• . Other -
.
' . Corrections compietec,
CERTIFICATION OF COMPLIANCE All of the reported work unless otherwise noted complies with approved plans speCifications
and applicable sections of the building codes This report covers the locations of the work inspected oMy and does not constitute
engineering opinion or projeç*-çont
INSPECTOR SIGNATURE (LC CERT DA1E -cS
NOTE lnspecttons based On 4 hour rntntm mu 8 hour minimum after 4 hours 2 hour minim m u for all cancellations Overtime effective n Saturday and'after 3:30 o,m:.onweekdays. . : .; '' .. - ....... . . •..
American Engineering Laboratories, Inc
7940 Arjons Drive, Suite A
San Diego, CA 92126
Telephone (619) 695-37.30 N
San Diego • Modesto • Corona • Yucca Valley
APR 4, !989
CITY 'OF
To: CITY OF CARLSBAD Date: March 30, 1989
Attn: Mike Boraks
2075 Las Palmas Drive.
Carsibad, CA 92009-4859
Project..: PALOMAR AIRPORT ROAD Project #: 1172 San Diego, CA-
Gentlemen:
Enclosed are the compaction reports for the dates of: 3/14, 3/17,
3/20, 3/24/89. V .All work monitored by our technicians and inspectors was done .in
accordance with applicable codes and specifications, unless otherwise
noted.
V
Should you have any further questions, please do not hesitate to contact our office.
V AMERICAN ENGINEERING LABORATORIES, INC. Reviewed by: V V
PATRICK MC GRATH, Laboratory Manager
V
V
a V •V
V V V
AMERICAN ENGINEERING LABORATORIES, INC.
7940 Arjons Drive, Suite A. ' El 1490 Rincon Street, Unit El 515 Galaxy Way
San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356
(61.9) 695-3730 (714) 272-4230 - (209) 576-0813
CLIENT: PROJECT: .._' DATE:3 Ij7
R I.D. NO.: 9R024
San Diego, CA PROJECT NO.: 1172 2075 Las Palmas Drive
Carlsbad, CA 92009-4859
REPORT OF FIELD COMPACTION TEST
TEST # LOCATION OF TEST
Ro - 9cyroc-.
FIELD
MOISTURE
OPTIMUM '
MOISTURE
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
COMPACTION
PERCENT
REL. COMP.
REQUIRED
. REMARKS:
if) - / I J l
) '111r. j,LJ 93i
I TEST # LOCATION OF TEST • • • •
p ,pFi7Od
FIELD
MOISTURE
I %
OPTIMUM
MOISTURE'
.
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
COMPACTION
PERCENT
REL COMP.
REQUIRED
REMARKS:
-
/ C i' )?i?ov ç r ' '' '
f5 /23j
TEST U . LOCATION OF TEST • •
:Rpc13 i—ic
FIELD OPTIMUM FIELD MAXIMUM PERCENT PERCENT MOISTURE MOISTURE DRY DENSITY DRY DENSITY RELATIVE • REL COMP.
P.C.F. COMPACTION REQUIRED
CL/ cç II?,c
REMARKS:/ 5cC7
164
~ is
TEST U LOCATION OF TEST
—I "I3)l1 'LL 1'
FIELD OPTIMUM FIELD MAXIMUM PERCENT PERCENT REMARKS: • / - MOISTURE MOISTURE DRY DENSITY DRY DENSITY RELATIVE REL COMP. of i-,t fRo S %• P.C.F. • COMPACTION REQUIRED
____ fl.•c' )Jt I1ç IC) OIö i%
TEST U LOCATION OF TEST • • • • -
FIELD
MOISTURE
%
OPTIMUM
MOISTURE
%
FIELD
DRY DENSITY-
P.C.F.
MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
COMPACTION
PERCENT
RELCOMP.
REQUIRED
REMARKS:
,
AMERICAN ENGINEERING LABORATORIES, INC
.
Tk 7940 Arjons Drive, Stiitè A 0 1490 Rincon Street, Unit Z 0 515 Galaxy Way
San Diego, CA 92126 - Corona, CA 91720 Modesto, CA 95356
(619) 695-3730
,
(714) 272-4230 (209) 576-0813
CLIENT: ' PROJECT: DATE:3I7
C1? OCisD ñ,1ZPoTiD I.D. NO-9R-024
2075 Las Palmas Drive San Diego, CA ' PROJECT NO.: 1172
Carlsbad, CA 92009-4859
REPORT OF FIELD COMPACTION TEST
TEST N LOCATION OF TEST
159 -St
FIELD OPTIMUM FIELD MAXIMUM PERCENT PERCENT REMARKS: MOISTURE MOISTURE DRY DENSITY DRY DENSITY RELATIVE REL COMP. 'A C,6L:57'
P.C.F. COMPACTION REQUIRED
I J)o -1-11.123.c IS
TEST IS LOCATION OF TEST -
FIELD
MOISTURE
%%
OPTIMUM OPTIMUM
MOISTURE
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
COMPACTION
PERCENT
REL COMP.
REQUIRED
REMARKS: -
-
TEST IS - LOCATION OF TEST
FIELD
MOISTURE
OPTIMUM
MOISTURE
FIELD
DRY DENSITY-
MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
PERCENT
REL COMP.
REMARKS: -' SI4e,-, c..L,
S S P.C.F. COMPACTION REQUIRED - -
-
c5Lj i -I-c ifl~ i2c cc -. -
AMERICAN ENGINEERING LABORATORIES, INC. . ' 7940 Arjons'Drive, Suite A El 1490 Rincon Street. Unit Z 0 515 Galaxy Way
San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356
(619) 695-3730 : (714) 272-4230 (209) 576-0813
CLIENT: PROJECT: DATE:
cT7',c cpQ\&,D . lor cPoqT' - I.D NO.: 9R-024
2075 Las Palmas Drive 3,jJ PROJECT NO.: 1172 Carsibad, CA 92009-4859 San Diego, CA
REPORT OF FIELD COMPACTION TEST
TEST 9 LOCATION OF TEST
10
FIELD
MOISTURE
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
COMPACTION
REL COMP.%
PERCENT
REQUIRED
REMARKS:
/9 )ra 110.cT 7o
TEST U LOCATION OF TEST
If- - 100i-c c
FIELD OPTIMUM
MOISTURE
FIELD
DRY DENSITY
MAXIMUM
DRY DENSITY
I PERCENT I RELATIVE
I PERCENT I REMARKS: (3/01: P\\ RD. I REL COMP. %% P.C.F. I COMPACTION-I REQUIRED I
TEST U LOCATION OF TEST
çip- sTh
FIELD
MOISTURE
%
OPTIMUM
MOISTURE
%
FIELD
DRYDENSITY
P.C.F.
MAXIMUM
DRY DENSITY
I PERCENT I RELATIVE
COMPACTION
-PERCENT
REL COMP'
REQUIRED
I REMARKS: I
3PNSc IiS jio 9\ 9c
TEST U LOCATION OF TEST - -
FIELD
MOISTURE
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
COMPACTION
PERCENT
REL COMP.%
REQUIRED
REMARKS: - 1J
P35 C ç 1ç Cfl\ 9O
im
TEST U LOCATION OF TEST
FIELD
MOISTURE
-%
OPTIMUM OPTIMUM
MOISTURE %-
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
COMPACTION
PERCENT
REL COMP.
REQUIRED
REMARKS:
L L.
OIS r)Lc O\
AMERICAN ENGINEERING LABORATORIES, INC.
09 7940 Arjons Drive, Suite A LI 1490 Rincon Street, Unit Z 0 515 Galaxy Way
San Diego, CA 92126 Corona, CA 91720 - Modesto, CA 95356
(619) 695-3730 (714) 272-4230 -
,
(209) 576-0813
CLIENT: PROJECT: .
CC4D pA1cnVAAiz I pc f, I I.D. NO.:-9k-024
2075 Las Palmas Drive
S PROJECT NO.: 1172
Carlsbad, CA 92009-4859
,
San Diego, CA '
REPORT OF FIELD COMPACTION TEST
TEST U LOCATION OF TEST -
). Ph 0 -14 R STA.
FIELD
MOISTURE
OPTIMUM
MOISTURE
%
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY REL. COMP.
%
PERCENT
RELATIVE
COMPACTION
PERCENT
REQUIRED
REMARKS:
'
Cc J2 -i'~
- TEST U LOCATION OF TEST
FIELD
MOISTURE
%
OPTIMUM,
MOISTURE
%
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY
.
PERCENT
RELATIVE
COMPACTION
PERCENT
REL COMP.
REQUIRED
I REMARKS: f1 y 1F5ii Rcz .fi5i1fl5
90.0
TEST U LOCATION OF TEST
-
• -_1T
FIELD - MOISTURE
OPTIMUM -
MOISTURE
FIELD
DRY DENSITY
P.C.F.
-MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
COMPACTION
PERCENT
REQUIRED
REL COMP. REMARKS:
ic 7S i is sc
TEST U LOCATION OF TEST
I . _____
'
'____
•. --
FIELD
MOISTURE
%-
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
PERCENT
REQUIRED'
REMARKS: /
TEST U - 'LOCATION OF TEST
FIELD OPTIMUM - FIELD MAXIMUM PERCENT PERCENT REMARKS: - - MOISTURE MOISTURE DRY DENSITY DRY DENSITY RELATIVE REL COMP. % P.C.F. COMPACTION REQUIRED -
AMERICAN ENGINEERING LABORATORIES, INC. . ' 7940 Arjons Drive, Suite A 0 1490 Rincon Street, Unit Z 0 515 Galaxy Way
San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356
(619) 695-3730 (714) 272-4230 (209) 576-0813
CLIENT: PROJECT: . DATE: D Lj
T' GYD c.A(t FPotT I.D. NO.: 9R024
2075 Las Faunas Drive , OPD , PROJECT NO.: 1172
Carsibad, CA 92009-4859 San Diego, CA
REPORT OF FIELD COMPACTION TEST
TEST U LOCATION OF TEST
fl0 'çir)E— cii - cc
FIELD
MOISTURE
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
COMPACTION
PERCENT
REQUIRED
REL COMP.
REMARKS:
Pjs II 9 J) )c c cP1,l d1C ô
TEST U LOCATION OF TEST
2-
FIELD
MOISTURE
OPTIMUM
MOISTURE
%
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY REL COMP.%
PERCENT
RELATIVE
COMPACTION
PERCENT
REQUIRED
REMARKS: 61.
f'~~ /J.O JO.S j1~Thcis 1S 9cD.o
TEST U LOCATION OF TEST
FIELD OPTIMUM - FIELD MAXIMUM PERCENT , PERCENT REMARKS: MOISTURE MOISTURE DRY DENSITY DRY DENSITY RELATIVE REL COMP. J S &. P.C.F. ' COMPACTION REQUIRED
/%ç - ¶O,b
TEST U LOCATION OF TEST -
____ N7 ,jp2T . . -; c
FIELD OPTIMUM FIELD MAXIMUM PERCENT PERCENT REMARKS: p. MOISTURE MOISTURE DRY DENSITY DRY DENSITY RELATIVE REL COMP.%
- - P.C.F. COMPACTION REQUIRED -
_____________________
iJ. )L4 i-iSic '),ç Lj,c6 ca
TEST U LOCATION OF TEST -
FIELD
MOISTURE
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
COMPACTION
PERCENT
REL COMP.
REQUIRED
REMARKS:
A - a - iI1,c -,ii,c 96
I
AMERICAN ENGINEERING LABORATORIES, INC .tA 7940 Arjons Drive, Suite A E1 1490 Rincon Street, Unit Z El 515 Galaxy Way
,San"Dieg'o, CA 92126 Corona, CA 91720 : Modesto, CA 95356
(619) 695-3730 (714) 272-4230
, (209) 576-0813
CLIENT: PROJECT: - DATE:
tiW or CyAld
.1 I.D. NO.: 9R-024
spl~2075 Las Palmas Drive . S
PROJECT
Carsibad, CA 92009-45\tV 3'" Sah Diego, CA .
REPORT OF FIELD COMPACTION. TEST
TESTS LOCATION OF TEST
rr ; cr- sr .
FIELD OPTIMUM FIELD MAXIMUM PERCENT PERCENT REMARKS: s G. MOISTURE MOISTURE DRY DENSITY DRY DENSITY RELATIVE REL COMP. - -
P.C.F. COMPACTION REQUIRED, - -
Fs /O.p ./2s gJ /21 9C)1 b,o
TESTS LOCATION OF TEST
FIELD
MOISTURE
OPTIMUM
MOISTURE
% .
FIELD '
DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
COMPACTION
PERCENT
REL-COMP.
REQUIRED
REMARKS:gj -
l3cs : ),J fl2 i1c c2a... 70.6
TESTS LOCATION OF TEST
FIELD
MOISTURE
OPTIMUM
MOISTURE
FIELD '
DRY DENSITY
P.C.F.'
MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
COMPACTION
PERCENT
REL COMP.
REQUIRED
REMARKS:
'
TESTS LOCATION OF TEST
-
FIELD
MOISTURE
-
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
P.C.F.
. MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
COMPACTION
PERCENT
REL COMP.
REQUIRED
REMARKS:
. -
10
TEST S LOCATION OF TEST
FIELD - OPTIMUM FIELD MAXIMUM PERCENT PERCENT REMARKS: MOISTURE MOISTURE DRY DENSITY DRY DENSITY RELATIVE REL. COMP. %% - P.C.F. COMPACTION REQUIRED . .
American Engineering Laboratories, Inc.
7940 Arjons Drive, Suite A
San Diego,'CA 92126 1*tjJiiitII Telephone (619) 695-3730
San Diego • Modesto • Corona • Yucca Valley
CITY OF CARLSBAD September 21, 1988
Municipal Projects Department '' Job No.: G-6137B
2075 Las Palmas Drive
Carlsbad, California 92009 '
Attention: Mr. Al Virgilio
SUBJECT: . TEMPORARY GRADING PLAN .
PALOMAR AIRPORT ROAD '
STATIONS 98+00'TQ100+00
'Gentlemen: . . . .. . .
As per your request, we have prepared the, enclosed "temporary
grading plan" to facilitate construction activities near Station
100+00. Original alignment and cut slope configurations near
Station 100 + 00 require the removal of power poles near the top
of the existing cut slope- along the north side of Palomar
Airport Road. Since 'power pole relocation is to be delayed,
temporary cut slopes will be required to allow for construction
of the road while, allowing the power poles to remain in place.
We recommend that ;a temporary 1:1' slope be constructed between
Stations. 99+00 and 99+50 grading to a 2:1 slope -to the west and
east at Stations. 98+00 and 100+50 respectively. Using project'
site development and proposed grading plans prepared by Pountney
and Associates, it appears this slope configuration will provide
a 10 foot minimum off-set from the southern most power pole to
the top of the slope:
Field observations,, labort6rj1 testing 'and'. sldpe' stability
analysis indicate ' that 'this 'cut slope configuration is only .
marginally stable.' 'Therefore, 'the slope should be regraded to
the designated. 2:i. 'slope when; power pole relocation has been
completed. The slope' configuration. proposed is only intended as ,
a temporary measure to facilitate ' road widening construction
activities in 'this' area: The proposed slopes ' should remain
grossly stable temporarily, however, surf icial failures similar'.
If I
t4l
American Engineering Laboratories, inc.
Saii 1.)iegcj CA 921126
kphone 3730
San Diegoo Modesto • Ltrtrna • Yucca aLIey
CIT? 0? RLBAD August 30; 1985
UNIPA PROJECTS DEPARTMENT-'. . Job No. G-8137
20Vp Las alias )r1ve 0
Carlsbad, California 92009 •,
ATT1TI0: Mr. Al Virgilio *
SUBJECT: ATRIALS TESTING
IH?ORT CLASS II BASE AND
ON-SITE SUBGRADE SOIL S
?A.0MAR AIRPORT ROAD
Gent1eme: ..- - . Puar.t to yo'.ir request, we have performed laboratory testing
on peci:ied sabgrade and base course materials to be placed at
the •ubt site. Testing was conducted as outlined below:
____ LOCATION SECURED TEIT RERFORHD
C15:3 II Base South Coast: Asphalt Pit R-Value, Gradation
S1 Saici Detour subgrade near Sand equivalent
Sta14+00.
Thi oppurtuniti to have been of service is appreciated. Should
you have any questions regarding this testing please feel free
to nta:; the uidersigned at your convenience.
fl\
0 Sincerely,
AMERICAN ENGfl4EERING LABORATORIES
J . Lnich . Rodney D. Ballard, RCE 433 ESS' St G,ILogist Geotechriical Department
JFL] R)13 ksf
o. C 043345 rn
zo Exp
Op
"V
V
RESULTS OF LABORATORY TESTING
V. SAMPLE I
V
-
R-VALiJE.
V
C.ALTRAtiS SEEC-
Claiii, II ease :
V. 78
Sou) Co.t AsphiJt .
Rnr. .sro Pit V -
4 4'
SAMPLE II V
1€tcu 3tbgrade - silty sand V.
+ flE - sand equivalent testing
V
Cla.: 1in - 1.2.0
Sant' 1.i.rw - 12.6.
S.E. -2:..7
•V
V
VV
V
V V
CLASS II-RASE,..V:.V V -
V
V GRADATION ANALYSIS
V
ZPassing V
V V •V
V V CalTrans
V
Specifications
m3qxjm13 m V 3/4"
Individual Moving
V
V
___ Test VRsult
100 V
V 100 V 100 V
V
V/4 100 V 57-100 V 90-100
V 80.5 V - 3O-30 . 35-.55
VO 'V 12.9 •.
V 535 . . 10-30
2.6 V .. . 0-12 2-9 V
S
- V - V•V - V ' V
-: American Engineering Laboratories, Inc.
7940 Arjons Drive, Suite A
Sat) Diego,.C.A 92126
WWII -Tolephonc. (619) 69i-37,30
San Diego • Modesto S(orord 0 Yucca, Valley
C
CIT! OF CARLSBAD August 30, 1988
2075 Las E'almas Drive 'PR 88-85
Carbad Califo:rnia 92009
Att.itio'i; Hr. Al Virgiiio
SUBCT: GEOTECHN1cAL,CUNSULTiNffSERVICES
CW' SLOPE FIODIFICATION AND STABILIZATION DESIGN
PALOMAR AIRPORT ROAD
CARLSBAD, CALIFORNIA
Gen.emen:
In :ccodance with your request, we are pleased to submit this
pro!-,:,Sal for the subject services. We understand the original
alident; and sLope configuration near Station 100 + 00 requires
the removal of power po1e3 near the top of the existing slope.
Sin':i relocation of the poles would delay construction,
alt"nate slope configuration and stabilizing measures are being
oon .derd.
The purpcse of the investigation and subsequent analysis will be
to eve.cp infc;ration regarding material type and properties,
matt;-ial ' beddin; plane location and to design alternate s1ope
con gurr.tioris and support syston5 to facilitate the road
wid..ing iithout requiring removal of the existing power poles.
GEO:11 COI43ULTIHG SERVICES. PAGE 2
'PAL -iAR URPORT ROAD AUGUST 30, 1986
CAR:.BAD. CALIFORNIA
..- -.
R 88-65
The scope of our consulting services will consist of (1)
inv.-tigtt.ing the subsurface. soils in the area by drilling 2
expratt,ry bore holes, and (2) design of slope configuration
and support stiuctures. ' Specifiáally the consulting services
.will- entl the following
A.; Explore "',the subsurface conditions to 'the
depths Influenced by the proposed -
cortstruction;
- B: EvLluate by. laboratory testing the
pei-tinont engineering properties of- the
- surface and-subsurface strata which will -•
' influence the proposed project,-
Perform additional slope - stability -
- anlysis to more closely define -
- prcjected failure surfaces;- -_
D-; DeE,ign slope .configuration modifications -
- to facilitate the proposed construction; - ' •
E. Design and provide specifications for -
-
-- - sic-pe stabilizing measures to assure •
- surf icial and - deep seated slope failure
- stability within the investigation area. -
ESTIAT.EF CHARGES •. -
- Due to the uncertainties connected with such an investigation,
it - s proposed that our charges be based on hourly rates for
fie exploration and laboratorj testing, engineering and -
• -, - - -
,-
• . - - -
O
-. .. - -
I-
• -
GEOTLCHNIL CONSULTING SERVICES PAGE 3
PALCAR AIRPORT BOAD - AUGUST 30, 1988
CARLEaAD. ALIFOFIA PR 88-85
deal i co:ulting service' With this in mind, It in estimated
that the services will incur an overall expenditure ranging from
$2,5CO to $3,00O.
The tiate is based upon tte following:
• Exploration and Lab-Testing - $ 1,200 - 11 500
Engineering Evaluation, Design
and Specification Preparation $L30fi - isoa
TOTAL ESTIMATED $ 2,500 - 3,000
Fie1obsrvatiora and inspection during slope configuration and
stabilizing operations will be based on a time and materials
• basis and shall be. bi11edat the rate as proposd in our present
contract with you. :
If the Areeent meets with your approval, please idicato your
accetaflc9 by signing and returning one copy of -the executed
Agrernnt to this office. -
•
Reptfully submitted, -
AMERI-AN ELGINEERING LA0RTORIES, INC.
Rodn.y D. al lard, RCE 43345
GeothniQ:al Department Manager -
ACCE:?rED THIS ______ DAY OF 1988.
FOR; - tTY OF ARLSBAD - - -
w
Authized Signature H Title
- •• -f
I
LABORATORY NUMBER 88-392 DATE October' 10, 1,988 S
AEL # 8L-234
File # 1172 RECEIVED
Client CITY OF CARLSBAD
Municipal Projects Division flflr 1 Q 1988 Attn John Cahill I
2075 Las Palmas Drive
Carlsbad, 1CA 92.009,MUNICIPAL PROJECTS
Project: PALOMAR AIRPORT ROAD DIVISION'
Carlsbad, CA
Subject 1 Asphaltic Concrete Sample
Sample #1 Tested 10/4/88
Type 3/4" Max Medium A R 4000 South Coast Asphalt
Specific Gravity 2.43-
4t.
Unit :Wt.. PCF 1519
r lit AMERICAN ENGINEERING LABORATORIES, INC
1-CITY OF CARLSBADI PATRICK MC GRATH, Laboratory Manager
American
sa !!!IItey
CITY OF CARLSBAD .. :At 28, 1988
2075 Las Palmas Drive Job No. G-6137A
Carlsbad, California. .92009
Attention Mr Al Virgilio
SUBJECT: SLOPE STABILITY ANALYSIS -
PALOMAR AIRPORT ROAD
STATION 100+ 00 ..
Gentlemen
In accordance with your request, we have .'performed slope
stability analysis on the cut siope along the north side of
Palomar Airport Road near station. ioo. + 00. . The.following
summarizes the analysis and provides recommendations for project
development. . . . .
INTRODUCTION . . . .
Original alignment and cut slope configuration near Station 100
+ 00 • required the removal of power poles near the top of the
existing out slope along the north side of Palomar Airport Road.
Since relocation of power poles would delay construction in this
area of the proposed road widening, the City-of Carlsbad is
investigating alternative slope configurations to allow the
power poles to remain •in place. • • -
- I
t .......
ri •' ; ' -:'4."
. •
. t
.
.•.
• . • - . '• • .- ,• - .
.• . • • ., . • •. . - • . •-• . . . - ,• . • .• . :.-.-'"--. •. •. • • . .• - -, . _4_.
CITY OF CARLSBAD, , ' PAGE 2
PALOMAR' AIRPORT ROAD
" , AUGUST 26, 1988
SLOPE STABILITY ANALYSIS : ' ''' JOB NO.' G-6137A
EXISTING "SITE 'CONDITIONS
The existing slope measured -to be approximately 22 feet' high and
cut 'to an, approximate. —slope of 1:1 (horizontal:vertical). The
slope was examined , and- found to contajn numerous surficial
slumps extending to , a depth of ' approximately: 3 feet. Slope
materials consist of colluvium/weathered channel materials from
the top of slope down approximately 8 feet tapering to
approximately 4 feet to the west.- This material overlies
' .interbeds of cemented 'silty, sand material with thin claystone
beds 'of , the De1'Mar or, Friars 'formation. Bedding planes-:appear ,
to be dipping 7-12 degrees out. of slope. , " ' ' •
MATERIAL PROPERTY DETERMINATION
.'
.
,.
, . . , • '
Samples of 'typical' form,ational materials were
' obtained for
testing. A hOrizontal,bench was cut. into the sandstone materials
along ', the slope face and a block sample was obtained from this
•
bench. Internal material strength parameters were determined by
'performing 'direct shear tests' 'on specimens cut from the block
sample. The testing' results indicated the following parameters:
Appareht'Cohesion ' ' ' ' 420 psf
Internal Friction Angle'' 30 degrees
CITY OF CARLSBAD PAGE 3
PALOMAR AIRPORT ROAD ; AUGUST 26, 1988
SLOPE STABILITY ANALYSIS JOB NO G-6137A
SLOPE STABILITY ANALYSIS
Slope stability analysis was performed on the existing slope as
well as proposed slope configurations using Bishops simplified
method of slices Slope height, material profile, and slope
configuration was.,based on grading plans and observations made
during our field reconnaissance The profile was assumed to
contain interbedded sandstone/siltstone and claystone as shown
on the attached figures
Results of the-analysis-indicate that the slope, in its present
condition, has a factor of safety against deep seated failure of
1.2 and a factor of safety at or slightly below 1.0 for
surficial stability. Analysis of a slope cut back to 1.5 to 1
indicated a factor of safety, for deep seated and surficial
failure of 1.4 and 1 3 respectively
CONCLUSIONS AND RECOMMENDATIONS
Our..analysis indicated that slopes steeper than approximately
1 5 to 1 do not meet generally accepted slope stability safety
factors. We therefore recommend that if the slopes are not
constructed to current plans and specifications that surficial
and deep seated stability be improved through the installation
of a retaining wall or facing and reinforcement of the slope
with shotcrete and anchor bolts
CITY OF CARLSBAD ' . ..' PAGE 4 . . PALOMAR AIRPORT 'ROAD '' . "' AUGUST 26, 1988'
SLOPE STABILITY. ANALYSIS ,' ' JOB NO. G-61 37A
,
The opportunity to be of service-is.-appreciated. If you should
hive any, questions regarding this report, or. -w can be of
further assistance, please do not. hesitate to contact this
office
Respectfully submitted,
AMERICAN ENGINEERING LABORATORIES
Rodney D. allard, RCE 43345
Geotechnical Department Manager"
,
Enclosure c%OFESSI04
'
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No. C 043345 M
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American Engineering Laboatories.;
SLOPE STABILITY ANALYSIS
'ST.A BR 6 . .
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.:.FOR.TIONS(C)•COPYRI6HTi984 GEOSOFT S
ALL RIGHTS RESERVED
PALOMAR AIFFOr..T ROAD .1 0.1
CONTROL. DATA
NUMBER. OF SPECIFIED CENTERS... .. . . '. 0 . S S NUMBER OF DEPTH LIMITING. TANGENTS
NUMBER OF VERTICAL SECTIONS .
.
. . .
.
NUMBER OF SOIL LAYER BOUNDARIES.
NUMBER OF PORE PRESSURE LINES . S 0 .
NUMBER OF POINTS DEFINING COHESION PROFILE 0
SEISMIC COEFFICIENT Si S2 = ) (Xi
SEARCH STARTS AT CENTER ( 700 ., 6.0) WITH FINAL GRID OF 2.0 •
ALL CIRCLES PASS THROUGH. THE POINT ( 73Q, 420) .
•
• S • •
GEOMETRY : .••
.. 55 5 • • S • •
-
5 -S 5 •
• •
••
5.
5
5
SEC1 IONS u 49 1 4 (1 7 o Q 0
S T CRAC<SS .2c:.:).18.() . ::.o 42t:) 42.0 5
5 5
w IN CRACK 20.0 18.0 18.c). 3.o . 42.0 -. 42.0 • • ....
5 5 5
5 5
- BOLINDARY. 1 20.0.iS0 18.0 .33 .0 42.0 .42.0 - 5
S • BOUNDARY 22 , 71 250 25.0. 33.0 •42.0 42.(-
BOUNDARY 3.50.0 500 so o. 50.0: 5o.o. 50.0. ..
5 •.
5
SOIL PROPERTIES
S. LAYER • COHESION FRICTION ANGLE . DENSITY • :. . • S
1 420 0
200.0 5 - 25.0 . .125.0 •. 5 5 -•
FS'OMS) NUN1EF IANUL:HI kPfDIU3 CENTER (Y) CENTER FS(BISHOP
1 42.1' 1 MY 6.0 1 29 1.284
W 2 : 1,247 .1 .223
34.3. .78.0 ... 4.0 . 1.237 1.231
4 4.2 - 8 1 271 1,274
5 44. . . 34,4 '."' 78.0.' '.8.0 1.249 . 1.249
4.2 1 : t 7 ) £ 0 1 21 1 217
7 42 1 34 1 71.0 B o 1.229., 1.217
8 424 0 34.0 8.0 80 1249 149
S 9 42.1 . 32.1 •. . 76.0 10.0 ' .1.235 . 1.229
42 ..34.0 74,0 3 0 A 1.135 1.21Z
11' 42'..4 32.4.. ' 780 '.10,0. . 1.281' 1.290
12 +2 0 .32 ,0 74.0:.10 1.221 1 210
' 13 42.0 34.0 ". 74.0 -.' . ' 6.0 1.247 1.223
14 42.a : 78.0 0 1 2:7 1.231
WA MINIMUM= 1.229 FOR ThE CIRCLE OF CENTER Y O S.0)
STABRG
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American Engireering Laboratories
. . . . •• .
SLOPE. STAB:[LITY rNALYSIS
S TAB R 6 .
PORTIONS C.i coF'YR.rc-Hr 19S+ GEOSOFT
•
.. • ..ALL RIGHTS RESERVED ...
0
. . PALOMAR AIRPORT ROAD 1.5:1 . . . . . .
'CONTROL DATA
NUMBER OF SPECIFIED. CENTERS . . 0
• ••,• •• '1) .
NUMBER OF DEPTH LIMITING TANGENTS • •0 : . ..
• . NUMBER,OF.VERTICAL.SECTIONS . .• . . . •.. .. •. •
NUMBER OF SOIL LAYER BOUNDARIES
NUMBER, OF POIE PRESSURE LINES • 0 • 0
NUMBER OF POINTS DEFINING COHESION PROFILE ( . .
SEISMIC COEFFICIENT SI,S2 =. . .00 .00 . . . I. •• •0•
• .
SEARCH STARTS AT CENTER ( . 70.0. . 7 01 .WITH FINAL GRID OF 2.0
ALL CIRCLES PASS THROUGH THE POINT C 73.01'42.0) .
GEOMETRY 0• . .
.
.
.
. .. . .
SECTIONS 2.0. 25.0 43.0 64.0 73.0. .90.0 • :
T. CRACKS 20.0 •18.0 . 18.0 ::,:,.o 42.0. 42.0 . . . .
N IN CRACK
0
20.0 11S.a 18.0 33.0 .42.0 • 42.0 . . . •
BOUNDARY 1 2010 18,0: 18.0 :::.o 42..0 42.0 -
BOUNDARY 2 3l0 250 '29. 0 33.0. 42.0 • 42.0
BOUNDARY 3 . 50, o . so .0 50 ,0" 50 .0 50 .0 • 50 .W .
SOIL-PROPERTIES'•• .• • . . :.. • ••• •.• .
••
LAYER •.•
. . 0 .. •.
COHESION - FRICTION ANGLE DENSITY .• . •.
1 . . 2o.:• . :.-.Q , 6 . 1350 .
.2 .. • . 200.0 . . . 25.0 : 125.0 • S
FS(OMS).
NUMBER TA1\163ENT. RADIUS LX) CENTER (Y).CENTER . FS(BISHOP) * :06.1 70 1 442 1 :9Q W 2 42.0 .:3,.o 0 74,0 ° .. .. &.o 1.460 . 12447 42.1 . =1- Z.700 10.0 ... 1.442 1.403 4 :J42;7, 36.7o 66.0. .• 6...0 1,517 . 1,444 5 4211 40.1 76.0: WO i.459 1.416 42u .60 20 148 1409 7 .42.0 . 3610 74,0 0 1,46C) 1 447 s 42;0 04 72.01.W o J.444 1.419 9. 42.0 72.0 4.0. . . 1.438 1.407 1) 42 0 3 0 74 0 4 0 1 445 1 4o 11 1 28 1 A 7o o 4 u 1 449 1.406:; 12 . 42.0 0 4C,0 .......72.0. 2.0 1.442 1.410 i: . 42.0 . 36.O 74,0 .. . 6.W :, 1.460 .1.447 ..14 42 1 3611 00.0 6 .0 ,z 1.442 1.399 15 42.K, 40.1: 770.0 2 ( 1 459 1.414 li 4, o 40 0 74 OV 2 0 1.441 1.423
F.Sl'MINIMUM= 1 428 FOR THE CIRCLE OF CENTER ( 7210, 4.0)
STARG
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- American Engineering Laboratories, inc.
7940,Arjons Drive, Suite A
San Diego, C92126
Telephone (619) 6953730
San Diego • Modesto • corona • Yucca Valley
CITY OF ZARLSBAD . August 26, 1988
2075 Las Palmas rive •- - Jo b No. G-8137A
Carlbad, California 92009 .
Att'3'itio1: Mr. Al Virgilio
SU5JCT: L)PE STABILITY ANALYSIS
PA:OMAR AIRPORT ROAD .
STATION 100 + 00
Gentlemen;
-
..-.
In accordance with your request, we , have performed slope
,talit'j analyiis on the cut slope along the north aide of
Palmr Airport Road near station 100 + 00., The following
suwaarizaa the analysis and .provides recommendations for project
dev91opmnt.
IliIiDUC .I1IIi
Orijinal align3nt and cut slope configuration near Station 100
+ )J ruired the removal of. power poles near the top of the
exi::ing out sl'.pè along the north side of Palomar Airport Road.
Sin,--y r,looat3.or of power poles would delay construction in this
are of the p:oposed .road widening, the City of Carlsbad is
invitigti.ng alternative slope', configurations to allow the
pQUS: pol,5 to rTlsain in place. . . -. •
CIU OF CARLSBA) PAGE 3 PA..JMAR AIRPORT ROAD AUGUST 28, 1966 SL)E SABILITY ANALYSIS JOB NO G-8I37A
Lt)?E STARILII( ANALYSIS
S1pe T.-ability analysiswas.perforined on theexisting slope as
well a propo.30d slope configu rations using Bishops simplified
metiod of slies Slope height, material profile, and slope
cofiguition as based on graing plans and observations made
during our fi.ld reconnaissance. The profile was assumed to
coitain interbdded sandstorie/siltstone and elaystone as shown
on the attached figures
Re3'lts of th-i analysis indicate that the slope, in its present
coiiti)n, has a factor of safety against deep seated failure of
'I
1.2. an-1 a fa,tor, of safety, at or slightly below .1 .0 for
su'iciil stability. Analysis of a slope cut back to 1.5 to 1
inicatd a factor of safety for deep seated and surficial
failure of 1.4 and 1.3 respectively .
CQLUSjJNS AND. RECOMMENDATIONS
Ou- anh'ysis indicated that slopes steeper than approximately
1 , to 1 do not meet generally accepted slope stability safety
faors. We therefore ' recommend that if the slopes are not'
coi3truted to current plans and specifications that surficial
and de.' seated stability be improved through the installation
of a retaining wall or facing and reinforcement of the slope
with shoccrete and anchor bolts
.. EC.OiEF 7010 E;-25'-E:a E:2''i
, 6ç2-, 2 Aug 29' 88, 17:34 1111-iN1ERICANJ ENJO 1-.15'-6'P-6'12
. F. 2
CITY OF CARLSBA') ,. PAGE 2 PALJNAR AIRPORT ROAD.
,. . AUGUST 26, 1988 SLI&E STABILITY ANALYSIS •" . ' JOB NO. G-6137A
STIN, SITE CQ.TIONS
'• • 1 -
Tha existing slope measured -to be approximately 22 feet high and
cu to an approximate 'slope of 1:1 (horizontal:ve
r
t
i
c
a
l
)
.
T
h
e
s1)e s exauined and 'found to contain numerous s
u
r
f
i
c
i
a
l
sflps extending to a depth' of approximatel
y
3
f
e
e
t
.
'
S
l
o
p
e
ma.;rials ons.Lst of colluvium/weathered channel materi
a
l
s
f
r
o
m
'
th top of' 'slope down,- •approximately 8' feet tapering to
api-oxiimtely 4 feet to the west. This
m
a
t
e
r
i
a
l
o
v
e
r
u
s
e
in'..rbedi 'of remented silty sand material with
t
h
i
n
c
l
a
y
s
t
o
n
e
beti, o:.. the Del Mar or'Friärs formation.
B
e
d
d
i
n
g
p
l
a
n
e
s
a
p
p
e
a
r
to )O dpping 7-•12 degrees'out'of slope.
PROPRRTY DT1tI$APION ., . .
Sales ,of typioal forinational rrnateriale, were obtained for
ter'jrg, A horizontal benohwas out into the- sandstone materials
alig the slope face and a block sample wa
s
o
b
t
a
i
n
e
d
from this
berth. Internal material strength parameters w
e
r
e
d
e
t
e
r
m
i
n
e
d
b
y
pei'orming direct shear tests on specimens
c
u
t
f
r
o
m
t
h
e
b
l
o
c
k
sa:j.'le. The testing results indicated the 'fol
l
o
w
i
n
g
p
a
r
a
m
e
t
e
r
s
:
Apparent Cohesion " 1 - 420 psf
Internal Friction' Angle 30 degrees '
"
'•: "
RC'.. E:':...:Ox T1.EfOFIE ?OILD ; ;-"-E6; 5: 31 '1 ii 69S 6712-,
29' '8:3 17:2.5 1111 AMERI CAN EF4G 1-.19-95-ó712 ' P. :3
,,, '."..
CI OF CARLSBAD . '. . RAGE 4 PAi.)MAR AIRPORT ROAD . . . AUGUST 26, 1966
SLJ:.E S'VBILITY ANALYSIS . JOB NO. G6137A
Thq oportun&tt to be of service iapprectated. If you should
hai ay questions regarding this report or . we can be of
fu:--.her assistance, please . do not hesitate to contact this
ofNce. - . .•
-- Reepóctfully submitted,
- -AMERICAN ENGINEERING LABORATORIES
"
',:T
- ' Rodney D. allard, RCE 43345
Gootechnical Department Manager
- ?,of ES
RD3.,7) ::inf
CLI CL- L" No. C 043345
CIVI
S
C) d:;•. "GX T EL-EODF I ER 7012 24'
u . 29 88 17:3±. 1.111 AMERICAN EMP3 119—.±.95_'12 P. 5
__ -
American Engineering Laboratories
--
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SLOPE STABILITY ..
1988 JRGI
SLOPE STABILITY ANALYSIS
S.TARG
PORTIONS (C) COPYRIGHT 1984 GEOSOFT
ALL RIGHTS RESERVED
PAL.0I1';R A)FFORT RCAD •L.c)j
CONTH DATA
':iJMEER or: SPECIFIED CENTERS 0
JMBER OF DEPTH LIMITING TANGENTS 0
tUMEER OF VERTICAL SECTIONS 4
ruMBE:R OF SOIL LAYER BOUNDARIES
;UMEER OF PORE PRESSURE LINES C)
tuMIEr OF POINTS DEFINING COHESION PROFILE 0
• EISMC CCEFFICIENT 51.32 .00
SEARO!: STARTS AT CENTER ( 700. è.0)WITH FINAL GRID OF 2.0
ALL C:RCLE PASS THROUGH THE POINT ( 73.0w 42.0)
GEOMlTRY
CTIc:•NS 2.02115. 49.0 7'.O 9O0
T. CRAC(S 20.0 13.0 i.o 42.0 42.0
IN CRACK 2(;.0 £3.0 18.0 42.o4 2.0
ECUNDARY 1 20.0 l&) 13.0 :3.0 42.0 '2. C
r:CUNDRY 2 31.0 23.0 25.0 ..o, 42.0 42.0
LC:UNDARY 3 50.0 0.0 CLO 50.0 50.0 50.0
SOIL FFOPEITIES . .
COHESION FRICTION ANGLE DENSITY
I 42(:).o 30.0 135.0
2 200.0 . . 25.0 125.0
S. .
.
NUMLL" IANLiN1 kLtU. (X CENTER (Y) CENTER FS (BI SHOP) FSOMS,
- 4 I I 70 C 6.0 1 1. 284
: t) 74.0 6. 0 j 47 i. 22:
42 3: 780 127 121
42 7 ) 1.271 1.274
42.4 344 7c) B. 1.249 .1.249
42-1 1. 76.(. 0 1 1 _t 217 -
2.1 - :4.1 7à.0 .0 1 . 9,219 1.217
42.4 34.4 7s0 - 8.0 1.249 1.249
c 42.1 :2.1 - 760 10.0 1.235 1.229
42.0 34.0 74.0 3.C) 1.235 1.21:.
1 42 4 2 4 78 u 1 20
42.0 32.0 74.0 1.0.0 - 1.22w 1.210.
42.0 34.0 74.0 . 6.0 1.247 1.223
1. 3 78 U 6 0 1 7 1 231
. r11NMUM1.:.:29 RTHE CIRCLE (JF CENTER ( '76. 0. 8.0)
RCL) Ey:Eox T-EL.ECOPIER 7010 6-29-68 5:34pM .1 619 695 67124 24069 7
Aug. .29 88 17:38 1111 AMERICAN EMO 1-.19-95-6712 P. 7
SLOPI! 5TAEtILITY ANALYSIS
ST A
PORTIONS (C• coPYRI(Hr 1994 GEO31JFT
ALL RIGHTS RESERVED
PA...jriAR AIRPORT ROAD 1-5:1
CO rFoL DATA -
NLtM0ER OF 3PECIFIED CENTERS -
NUM6ER OF DEPTH LIMITING TANGENTS -.
NLJ1EEF: OF VERTICAL SECTIONS
NU:iiER OF SOIL LAYER BOUNDARIES
NU.1ER OF PORE PRESSURE LINES 0
NU1IER OF OINTS DEFINING COHESION PROFILE 0
SE:i-SMIC COEFFICIENT S1S .00 .0(I
SEARCH WARTS Ar CENTER 'l 70.0 01.WITH FINAL GRID OF 2.0
ALL CIRILES PASS THROUGH THE POINT ( 73.0 42.0)
GEOIETF:
SECTIONS 2.) :s.o :.o 64.0 7:.0 90.0
T. 2RACKS :o.o is-.0, 13.0 3.0 42.0 42.0
9 IN CRACK :o.o IS.0 1B.0 :.:o 42.0 42.0
BOUNDARY .L 200 18.0 19.0 3.0 420 42.0
BOUNDARY 2 31.0 25.0 29.0 .3.0 41.0 42.0
BOUNDARY .O .0 50.0 00.0 50.0 50.0 50; 0 1
SOIL PROPERTIES
COVER COHESION FF:ICTION ANOLE DENSITY
i 420.0 .o.o 175.0
2 200.0 . 2.0 125.0
RCL Y:EO>< T•L.Ec:I:FIER ?i 8-29-86 5:341 1' &5 E?i2- 3
Aug 2' 8 1' 38 1111 AMERICA" EMO 1-..19-95-.4'12 P 3
W NUMBEV TENT RADIUS CENTER th CENTIR FS(BISHOP) FS(OMS\
I "._ . : I 7') 0 0 1.442 1,399 42 r..C) 74.0 6.0 140 1.447 70.0 10.0 1.442 1.40 4 2. 7 óO . .0 1.517 1.444 S 42.1 40.1 70i 0 ". 2.0 1.459 1.41 72_C) 7 2 (i t) 74 0 6.0 1.460 1 447 2 42.0 700 72.0 OSIO 1.444 1.419 42.0 39.0 72,0 4.0 1.439 1.407 Lu 42.0 33 .0 74.0 4.0 1.449 1.430 11 42.v I 70.0 4.0 1.449 1.06 12 '"42.0 40.6 72 .0, 2.0 1,442 1.4i0 13 - 42.0 .- 740 1.0 1.40 1.447 14 42..1 3.1 -.; 70.0 - 6.0 1.442 1.399 13- 42.1 40.1 5 70.0 4.0 1.459. 1.416 74 .0, 2.0 1. 445 1 42
F. ' INIMJ1= I 47.9 FOR THE CIRCLE OF CENTER .1 7Z .O,- 0)
STARi3
S.
•
1'::35 1111
American Engineering Laboratories
ei. /11
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9
•
...
: .
.
inc RECEIVED
7940 Aijons'Dnve, Suite A, San Diego, CA 92126.
(619) 695-3730'-AUG 10 1988
MUNICIPAL PR OJEC
DIVISION TS
CLIENT: . . .. PROJECT: . . . . DATE: July 29, 1988
CITY OF. CARLSBAD BUILDING DEPARTMENT CITY OFCARLSBAD . . . ID..No.
1200 Elm Avenue PALOMAR AIRPORT. ROAD •. . AEL #8M-003 Carlsbad, CA 92008 . .. .. . . .
.. . . .. . . . .
REPORT OF FIELD COMPACTION TEST ..
TEST • All N F TEST L .
.%
FIELD .
. MOISTURE
OPTIMUM
MOISTURE
. . .
FIELD
DRY DENSITY
PC F.
MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
COMPACTION
-PERCENT
REL.COMP
REOUPRED
DATE TESTED: 07714-88 . . . .. . . . . .
1 Location 18+257e1evatio F-O 1-1.1 --10.0 115.3 116.5 99 95
DATE TESTED: 07-15-88- .
.
. . .. . ., . .
.
2 Location'l6-+5elevation F-U 59 -81 -10.0 . 114.3 116.5 98.1 95
3 Location 14 +\75 Elevation F-U 71 10.5 10.0 114.7 .116.5 98.4 95
4 Location 14 +7e1evation-F.Q 5.7: 8.7 .10.0 116.1 116.5 . 99.5 95
5 .. Location 10 +75 elevation F-U 82 .8.7 . 10.0 112.2 116.5 96.3 95
of Carlsbad
,.
AMERICAN ENGINEERING LABORATORIES
REVIEWED BY:.
HOWARD A. GIRE, LABORATORY MANAGER
- .THS DATA IS DERIVED FROM STANDARDIZED A.S.T.M. OR OTHER SPECIFIED METHODS AND NO ENGINEERING OPINION IS IMPLIED.
V
- TES I F TEST I A I N
FIELD
MOISTURE
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
P.C.F.COMPACTION
MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
PERCENT
REL.COMP
REOUIRED
DATE TESTED 07-14-88
1 Location 18+25 elevation F-0 52 11 J 10.0 115 3 116'.5 99 95
DATE TESTED 07-15-88
2 Location 16 +25 elevation F-0 59 -8.1 10 0 114 3 116 5 98 1 95
3 Location 14 + 75 Elevation F-O 71 10.5 10.0 114 7 116.5 98.4 95
4 Location 14 +75 elevation F 0 57 8 7 10.0 116 1 .11,6 .5 99 5 95
5 Location 10 +75 elevation F-U 82 8 7 10.0 112 2 116.5 .96.3. 95
OCi ty of Carl sbad AMERICAN ENGINEERING LABORATORIES
REVIEWED BY
011 ,
HOWARD A GIRE, LABORATORY MANAGER
THIS DATA S DERIVEOFROM STANDARDIZED A.ST.M. OR OTHER SPECIFIED TEST METHODS AND NO ENGINEERING OPINION IS IMPLIED.
. AMERICAN ENGINEERING LABORATORIES, INC.
,(1 7940 ArjonS Drive, Suite A ". U 1490 Rincon Street, Unit Z U 515 Galaxy Way W San Diego, CA 92126 ' Corona, CA 91720 Modesto, CA 95356
(619) 695-3730 • •' (714)272-4230 (209) 576-0813
CLIENT: ' PROJECT: DATE:
£1id&.in, P4 PROJECT NO 41iPrr gô,4.
- PW4s
REPORT OF FIELD COMPACTION TEST
TESTS LOCATION OF TEST - S
u&44e r oEh a4d&'rT6t 4ts,'q#'o4 2#S6
FIELD OPTIMUM FIELD MAXIMUM PERCENT PERCENT REMARKS: MOISTURE MOISTURE DRY DENSITY DRY DENSITY RELATIVE REL. COMP. % P.C.F. COMPACTION REQUIRED
Pas.s _____
5,f i3.~? /¼O 9,c.,,
• TESTS LOCATION OF TEST S
lb •' .5a, de jç Curb qpid 4rrvHer4t ¼'i#t - i.
FIELD
MOISTURE
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
COMPACTION
PERCENT
REL. COMP.
REQUIRED
'REMARKS:
P,455 s,5' /38 , //'1O ??o S o
TESTS LOCATION OF TEST • • '
'r
/7 tib9rqderCu1b q44 &LJt q-f 0 7454. FIELD
MOISTURE
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
P.C.F.
'MAXIMUM
DRY DENSITY
PERCENT
RELATIVE'
COMPACTION
PERCENT
REL. COMP.
REQUIRED
REMARKS:
' S
3,3 £5 /35:3 /%I1).e) I 7.o 9s6
TEST S LOCATION OF TEST
i $ub9cQdg Ir Curb qAd bH-,er 0/ &W S
FIELD •
MOISTURE
OPTIMUM •
MOISTURE
FIELD
DRY DENSITY
P.C.F:
MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
COMPACTION
PERCENT
REL. COMP.
REQUIRED
REMARKS:
S • • 5o 5c- /33.2.. HOIO q,c,o- ?S-
TESTS LOCATION OF TEST , - S - . •
I? -50b9tq1e ,' cJtk, 4'46' 1-er g,L $/io4 FIELD
MOISTURE
OPTIMUM
MOISTURE
FIELD
' DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY,
PERCENT
RELATIVE
COMPACTION
PERCENT
REL. COMP.
REQUIRED
REMARKS:
P14.5 3 ijs'.$' lqo,o •,b. 9ç
1-CITY OF CARLSBAD .
. -
S ,. •,.
S
AMERICAN ENGINEERING LABORATORIES, INC.
) 7940 Arjons Drive, Suite A. U 1490 Rincon Street, Unit Z 0 515 Galaxy Way
San Diego CA 92126 Corona CA 91720 Modesto CA 95356
(619) 695-3730 • (714) 272-4230 (209) 576-0813 -
CLIENT PROJECT' DATE 7-2 O - 3
CIT (C4'/Sbqe/ &JIIe4In5lc 046 PROJECT NO
ct,Pi°otr ,- d,
REPORT OF FIELD COMPACTION TEST ...
TESTIS LOCATION OF TEST
ZO 5ub9S , t'id &7'7 r IS f 1'104
FIELD
MOISTURE
OPTIMUM
MOISTURE
. FIELD
DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
COMPACTION
PERCENT
REL COMP.
REQUIRED
REMARKS: -
PA5 V Iqb10 1~o
TEST IS LOCATION OF TEST
- b9cqde-r &'rbg,iS 6-y rneylqr Sr#+r,o,i V
FIELD .
MOISTURE V
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REMARKS:
V
TEST IS LOCATION OF TEST
FIELD OPTIMUM FIELD MAXIMUM PERCENT . PERCENT REMARKS: V. V •V MOISTURE MOISTURE . . DRY DENSITY. DRY DENSITY RELATIVE * . REL. COMP. V % ¼ P.C.O. V VCOMPACTIONV REQUIRED V
V V
TEST IS LOCATION OF TEST V
FIELD OPTIMUM FIELD MAXIMUM • PERCENT PERCENT REMARKS: V V MOISTURE MOISTURE DRY DENSITY . DRY DENSITY RELATIVE REL. COMP. ¼ ¼ P.C.F. V COMPACTION REQUIRED •
V
TEST IS V LOCATION OF TEST
V
V V V V V
FIELD OPTIMUM FIELD MAXIMUM PERCENT , PERCENT REMARKS: MOISTURE MOISTURE DRY DENSITY. DRY DENSITY RELATIVE REL. COMP. V P.C.F. COMPACTION REQUIRED
V
1-CITY OF CARLSBAD
_ . S
AMERICAN ENGINEERING LABORATORIES, INC.
7940 Arjons Drive: Suite A D 1490 tRiricon Street, UnilZ. 0 515 Galaxy Way San Diego, CA 92126 Corona, CA 91720 - - Modesto, CA 95356 (619) 695-3730 (714) 272-4230 (209) 576-0813
V I
CLIENT: - .. PROJECT: DATE: 7
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PROJECT NO.: 1172 4+ ro4. . Fb4E OflE . . . REPORT. OF FIELD COMPACTION TEST
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TEST # LOCATION OF TEST
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77,4$$. V /3'/.%' 5 /%'t,O VV
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'TEST S LOCATION OF TEST
V V V
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REMARKS:
PASS 3 . '. /37.ô q0, 0, 99,0 950
TEST S LOCATION OF TEST
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I-CITY OF CARLSBAD
- _-T I nrnr.n.,ntwcor . S S S ,
5
I
AMERICAN ENGINEERING LABORATORIES, INC . '
7940 Arjons Drive, Suite A ' 'U 1490 Rincon Street, Unit Z U 515 Galaxy Way
San Diego,t CA 92126 Corona, CA 91720 -Modesto. CA 95356
(619) 695-3730: (714)272-4230 '. (209) 576-0813
CLIENT: - " PROJECT:
. -
DATE:
f P4Lo M 4L r. PROJECT N0 1172
' rRd rt JU Ab . . .
'S..
REPORT. OF OF FIELD COMPACTION TEST
TEST # LOCATION OF TEST
/1' - $SZ&Z"i' qs
FIELD
MOISTURE
OPTIMUM
MOISTURE
. FIELD
DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY
-
PERCENT
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COMPACTION
PERCENT
REL. COMP.
REQUIRED 5-
REMARKS: -
'.
- . . . . .. ____ ~c /364 IWo- 9go IPS,.fl45
TESTIS LOCATION,OF TEST
11 4 • Q 5iM /Zt7s . FIELD
MOISTURE
OPTIMUM
MOISTURE
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DRY DENSITY,
P.C.F.
MAXIMUM -
DRY DENSITY
PERCENT
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PERCENT
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REMARKS:
-
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TEST IS - LOCATION OF TEST
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'MAXIMUM
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REMARKS:
5
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- REL. COMP.
. REQUIRED
REMARKS: -_
P43. 55
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1-CITY OF CARLSBAD
I
__ • S
AMERICAN ENGINEERING LABORATORIES, INC.
5 Af 7940 Arjons Drive, Suite A- LI 1490 Rincon Street, Unit Z El 515 Galaxy Way San Diego, CA 92126 Corona, CA 917.20 - Modesto, CA 95356 (619) 695-3730 (714) 272-4230 . (209) 576-0813
CLIENT: . . PROJECT: - . . DATE:.
£t)l4e#1l 1
- I.D.NO.: 8L-042
4,ePor r
0 PROJECT NO.: 1172
-
..
REPORT-OF FIELD COMPACTION TEST
TEST S LOCATION OF TEST
F css z & #,,-let Z
FIELD OPTIMUM FIELD MAXIMUM PERCENT' PERCENT REMARKS: - MOISTURE . MOISTURE DRY DENSITY DRY DENSITY RELATIVE REL. COMP. P.C.F. -COMPACTION REQUIRED -
P4ss '' D1'rFJVED SS' /3q,c, /'.o 9e 9c
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TEST S - LOCATION OF TEST
FIELD OPTIMUM FIELD MAXIMUM PERCENT PERCENT REMARKS PROJhTS MUNICIPAL MOISTURE MOISTURE
-
DRY DENSITY DRY DENSITY RELATIVE - REL. COMP. - - %- P.C.F. COMPACTION REQUIRED DVStO
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MOISTURE
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. PERCENT
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REQUIRED
REMARKS:
- •
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FIELD
MOISTURE
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PERCENT
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REMARKS:
•
_
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MAXIMUM
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PERCENT
- RELATIVE
COMPACTION
PERCENT
REL. COMP.
REQUIRED
REMARKS: • -
-
dl
1-CITY OF CARLSBAD
I
AMERICAN ENGINEERING LABORATORIES, INC..
7940 Ar(on Drive, Suite A Li 1490 Rincon Street, Unit Z El 515 Galaxy Way
San Diego. CA 92126 Corona, CA 91720 Modesto, CA 95356
(619) 695-3730 (714) 272-4230 (209) 576-0813
CLIENT: . . ' PROJECT: DATE: 7-iS4 CI c r ba d W,kIn,n '1 r PROJECT NO.: 1172
tVrPoRT R64T)
REPORT OF FIELD COMPACTIN TEST
TEST # LOCATION OF TEST S •,
5ucè cu- Oj.
FIELD OPTIMUM FIELD MAXIMUM PERCENT PERCENT REMARKS: MOISTURE MOISTURE DRY DENSITY DRY DENSITY . RELATIVE REL..COMP. % -% P.C.F. COMPACTION REQUIRED S
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TEST # LOCATION OF TEST
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P.C.F. COMPACTION REQUIRED
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PERCENT
REL. COMP.
REQUIRED
REMARKS:
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MAXIMUM
DRY DENSITY
:
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PERCENT
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REMARKS:
•
•
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COMPACTION
PERCENT
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REQUIRED
REMARKS:
S ,Pgçç • . //'/3 //(J 9Y' 9s;1)
1-CITY OF CARLSBAD
American Engineering
4IThI
Inc 0 San Diego • Modesto • Coronas Palm Desert -
To CITY OF CARLSBAD BUILDING DEPT Date July 11, 1988
1200 Elm Avenue
Carlsbad, CA' 92008
Project: PALOMAR'AIRPORT EAST Project #: :1172
Palomar Airport Road & El Camino Real
Carlsbad;'CA AE #: 8M-881
Gentlemen: -
*
Enclosed are the Report of Field Coripaction Test for the week (s) ending:
06-25-88-and 06-30-88 .
All work done by our field technicians was done in 'accordance with applicable
codes and specifications.
Should you have any questions, please do not hesitte to contact our office.
AMERICAN ENGINEERING LABORATORIES, INC
TH MAS A. ETO, RC.E.140182 • -
2-City of Carlsbad Building Department
S
American Engineering Laboratories, Inc.
S 7940 Arjons Drive, Suite A S
San Diego, CA 92126 2
Telephone (619) 695;3730
San Diego • Mc4esto• Corona • Palm Desert
To CITY OF CARLSBAD BUILDING DEPT. Date: July 11, 1988
1200 Elm Avenue . . .
Carlsbad, CA 92008
Project: PALOMAR AIRPORT EAST . Project #: 1172
Palomar Airport Road & El Camino Real
Carlsbad, CA . ALL #: 8M881
Gentlemen-'1 .
Enclosed are the Report of Field Compaction Test for the week (s) ending:
06-25-88 and 06-30-88 5 • S
All work done by our field technicians was done in accordance with applicable
codes and specifications.
Should you have any questions, please do not hesitate to contact our office.
AMERICAN ENGINEERING LABORATORIES, INC..
TH MAS A. ETORC.E. #0182
2-City of Carlsbad.Building Depr.tment •
•
S "RGIVP S •
9BB
5
J American Engineering Laboratories. Inc.
7940 Arjons Drive, Suite A
San Diego.- CA 92126
Telephone (619) 695-13730
LABORATORY NUMBER 88-202 OATE duly 11,. 1988 File # . 1172. :
AEL 8M-876 . .
Client: CITY OF CARLSBAD BUILDING DEPARTMENT;
- 1200 Elm Avenue
.. Carlsbad, CA 92008.
•.• . -
Project: PALOMAR AIRPORT east
. Palomar Airport Road & El Carnino Real : Carlsbad, CA
Subject: - - Laboratory Moisture Density Relationship
(Proctor Curve)
Sample No.:
.
1 •• .:
Location Secured: Station 20 +35 -at .elevation278 . -
Visual Description: Tan claey sand with si1t
•
W Method: •
• • . ....
RESULTS
•
•- :
-Maximum Dry Density (pcf): 121.0 -
Optimum Moisture Content (%),: • i?.0 . . •
-
- - . CURVE POINTS . . -.• -
#1 #2 . #3,..
Dry Density . (pcf): - 120.4......1l-8.0 113.8 • . . •
Moisture Content
•
(%) • 11.4 12.7 9.5 .
-
• : •'AMERICAN ENGINEERING LABORATORIES. INC.
,Reviewed by.-
2-City of Carlsbad •; . THOMAS A. GAETO, R.C.E. #40182
American Engmeerrng Laboratones Inc
7940 Arjons Drive, Suite A
s5arf Diego. CA 92126
Telephone (619) 695-3730
LABORATORY NUMBER 88-202 S DATE July 11, 1988 File # 1172
AEL 8M-87.6 :
Client: CITY OF CARLSBAD BUILDING DEPARTMENT
1200 Elm Avenue
Carlsbad, CA 92008 '
Project: PALOMAR.AIRPORT East
Palomar Airport Road & El Camino Real
Carlsbad, CA 'S
Subject: Laboratory Moisture Density Relationship
* (Proctor .Curve) T
Sample No.:
Location Secured: Station20 +35 at elevation 278
VisualDescription: Tan claey sand with silt
W Method:
'RESULTS S
Maximum Dry Density (pcf):. 121.0 •
Optimum Moisture Cóntènt (%): 12.0
:
CURVE POINTS
#1 #2. #3
Dry Density (pcf): 120.4 118.0 113.8 5
Moisture Content (%): 11.4. 12.7 9.5 S
AMERICAN ENGINEERING LABORATORIES, INC.
Reviewed by: S
'S
.
2-City of Carlsbad S
S
THOMAS A. GAETO, R.C.E. #40182
S
J
American Engineering Laboratories, Inc.
7940 Arjons Drive, Suite.A 7 San Diego. CA 92126
Telephone (619)- 695-3730
I .
LABORATORY NUMBER 88-202 -' DATE July 11, l98
Filé'# 1172
AEL 8M-877
Client:. CITY OF CARLSBAD'BUILDING DEPARTMENT
1200 Elm Avenue ..
Carlsbad, CA 92008
Project: PALOMAR AIRPORT EAST'T . .. .
Palomar Airport Road & El Camino Real
Carlsbad, CA
Subject: . Laboratory Moisture Density-Relationship
(Proctor Curve) .
Sample No.: 4. .
Location Secured: Palomar Road .
Visual Description:': Dark brown sandy silt .' BD :Method.:.''-- ' ASTM—D1557787Méthod .'
RESULTS
Maximum Dry Density (pcf): 118.5
PIROZ
. .
Optimum Moisture Content -(%)o 13.5
: '
CURVE POINTS
#1 #2 #3 ' • .
Dry Density(pcf): 118.3 115.5 115.4
Moisture Content 13.4 . •54 1.11.5
.'
. . . . •• -•• . AMERICAN ENGINEERING LABORATORIES, INC.
•' •.•.• -' Reviewed by:
2—City of Carlsbad
. - . •• ' THOMAS A. GAETO, R.C.E. #40182
American Engineering Laboratories. Inc.
7940 Arjons Drive, Suite A
San Diego.
Telephone (619) 695-3730
LABORATORY NUMBER 88-202
- DATE '1Y 11,. l98t
File # 1172
AEL 8M-877
Client: CITY OF CARLSBAD BUILDING DEPARTMENT
1200 Elm Avenue
fl Carlsbad,- CA 92908
Projct: PALOMAR AIRPORT EAST
PalomarAirport.Road-& El Camino Real
Carlsbad, CA
Subject: Laboratory Moisture Density Relationship
(Proctor Curve).
Sample No.: 4
Location Secured: Jalomar Road
Visual Description: Dark brown sandy silt
Method: ASTM-D 1557-78 Method
RESULTS
Maximum Dry Density .(pcf): 118.5 • :
Optimum Moisture Content
CURVE POINTS
#1- .-#2 #3
Dry Density (pf): - -1183 115.5 115.4
Moisture Content (%): 13.4 15.4 11.5
• - • AMERICAN ENGINEERING LABORATORIES, INC.
Reviewed by:
2-City of Carlsbad - • THOMAS A. GAETO, R.C.E. #40182
AMERICAN ENGINEERING LABORATORIES, INC.
7.940 Arjons Drive, Suite A fl 1490 Rincon Street, Unit Z U 515 Galaxy Way
San Diego, CA 92126 Corona, CA 91720 Modesto, .CA 95356
(619) 695-3730
'
(714) 272-4230 ' (209) 576-0813
CLIENT: PROJECT: , DATE: 2.0 -88
LD.NO.:
OIc 4t58A/) P,Q1I/4 e A ,rPocr LoAD PROJECT NO.:
REPORT OF FIELD COMPACTION TEST '.
TEST '# LOCATION OF TEST
/.4 Re,4e-T I Co SS
FIELD OPTIMUM FIELD MAXIMUM PERCENT PERCENT REMARKS: -.
MOISTURE MOISTURE DRY DENSITY DRY DENSITY RELATIVE REL. COMP.
P.C.F. COMPACTION REQUIRED
.i' /3.0 jit/,q /I?ô 9& qo10
TEST U • - • - LOCATION OF TEST
27.4 a 6- - B? • '
FIELD
MOISTURE
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
COMPACTION
PERCENT .
REL. COMP.
REQUIRED
REMARKS:
s5 13.0 iZo .i,o 9ô,o -'94o
TEST U ,LOCATION OF TEST
, . . • ' •
/ g,g7iI aer JobIe /" R P SrA ' 1 Z~ EL 2P
FIELD OPTIMUM - FIELD MAXIMUM PERCENT PERCENT REMARKS:
MOISTURE MOISTURE • DRY DENSITY DRY DENSITY RELATIVE REL.COMP.
% •% P.C.F. COMPACTION REQUIRED •
/3.0 /3,O 9 0 Ii IX Z.0 S Ajar 66 1W P4
TEST U LOCATION OF TEST - • • ,. - '
FIELD . OPTIMUM FIELD MAXIMUM PERCENT PERCENT REMARKS:
MOISTURE MOISTURE DRY DENSITY DRY DENSITY • RELATIVE REL. COMP.
% P.C.F. • %COMPACTION REQUIRED
TEST U LOCATION OF TEST • .' . - . .,'. . - '
FIELD OPTIMUM FIELD MAXIMUM PERCENT PERCENT REMARKS:
MOISTURE , MOISTURE DRY DENSITY DRY DENSITY. RELATIVE REL. COMP.
% P.C.F. • COMPACTION REQUIRED • , .: -
ae€
AMERICAN ENGINEERING LABORATORIES, INC. . . LI 7940 Arjons Dive, Suite A IJ 1490 Rincon Street, Unit Z 9 515 Galaxy Way
San Diego, CA'92 126 Corona, CA 91720 Modesto, CA 95356
(619) 695-3730 (714) 272-4230 (209) 576-0813
CLIENT: 0S' PROJEc' DATE:
I.D. NO.:
PROJECT NO.:
REPORT OF FIELD COMPACTION TEST
TESTS LOCATION OF TEST '
FIELD
MOISTURE
%
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY
-
PERCENT
RELATIVE
COMPACTION
PERCENT
-REL. COMP.
REQUIRED
REMARKS:
-; •. /0 il/ ..
TESTS LOCATION OF TEST S
S U. t 5 a..,rb s-ut .'
FIELD OPTIMUM FIELD MAXIMUM PERCENT PERCENT REMARKS:
MOISTURE MOISTURE DRY DENSITY DRY DENSITY RELATIVE REL. COMP.
% - P.C.F. COMPACTION ' REQUIRED
(30
TEST 5 LOCATION OF TEST .
3 - - 00 C\'
FIELD OPTIMUM FIELD MAXIMUM PERCENT PERCENT REMARKS:
MOISTURE MOISTURE DRY DENSITY DRY DENSITY RELATIVE REL. COMP. -
% - % P.C.F. ' COMPACTION REQUIRED -
I7 - 10 ji.3 1 9 J
TEST IS - LOCATION OF TEST
FIELD --
MOISTURE
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
. DRY DENSITY
PERCENT
RELATIVE
COMPACTION
PERCENT
REL. COMP.
REQUIRED
REMARKS: -
-
-
/0
1-
io~ '
TESTS LOCATION OF TEST •
(: 'Skd1l,I7-4o0 Crb Si .
FIELD
MOISTURE
%
OPTIMUM
MOISTURE
%
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY-
-
PERCENT
RELATIVE
COMPACTION
PERCENT
REQUIRED
REL. COMP. REMARKS: -• . -
,
-
0'
AMERICAN ENGINEERING LABORATORIES, INC.
U 7940 Arjons Drive, Suite A U 1490 Rincon Street, Unit Z U 515 Galaxy Way
San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356
(619) 695-3730 (714) 272-4230 (209) 576-0813
CLIENT: PROJECT: DATE:
C I.D. NO.:
OF ,
,
. PROJECT NO.:
REPORT OF FIELD COMPACTION TEST
TEST U LOCATION OF TEST
C to+So CJ
FIELD
MOISTURE
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
COMPACTION
PERCENT
REL. COMP.
REQUIRED
REMARKS:
/I ,3, /o',3 T2-:1 'to
I
TEST U LOCATION OF TEST
@ c. J-
FIELD FIELD
MOISTURE
V.
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
COMPACTION
PERCENT
REL. COMP.
REQUIRED
REMARKS:
ia.- i' 8-5 90
TEST U LOCATION OF TEST
FIELD OPTIMUM FIELD MAXIMUM PERCENT PERCENT REMARKS:
MOISTURE MOISTURE DRY DENSITY bRY DENSITY RELATIVE REL. COMP.
V. V. P.C.F. COMPACTION REQUIRED
9,
TESTS LOCATION OF TEST -
FIELD
MOISTURE
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
COMPACTION
PERCENT
REL. COMP.
REQUIRED
REMARKS:
TEST U LOCATION OF TEST
ID S-L Octc.-b s.b'
FIELD
MOISTURE
V.
OPTIMUM
MOISTURE
V.
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
COMPACTION
PERCENT
REL. COMP.
REQUIRED
REMARKS:
/1.1 I3I Il
a
-
Page ( ofl
American Engineering Laboratories, Inc. - INSPECTION REPORT
..
Project Name (per plans) I& cipcJ
AMERICAN ENGINEERING LABORATORIES, INC.
7940 Arlons Drive, Suite A 0 1490 Rincon.Stret, Unit Z D 515 Galaxy Way
San Diego, CA 92126 - . Corona, CA 91720 Modesto, CA 95356.
- (619) 695-3730
,
(714) 272-4230 (209)576-0813
CLIENT PROJECT DATE
I.D. NO.:
7"y r AO PQm .4,rPor7- LOAD PROJECT NO
REPORT OF, FIELD COMPACTION TEST
TESTS - LOCATION OF TEST -
FIELD OPTIMUM FIELD MAXIMUM PERCENT PERCENT REMARKS:
MOISTURE MOISTURE DRY DENSITY DRY DENSITY RELATIVE REL. COMP.
%% P.C.F. COMPACTION REQUIRED
/31 /30 )It/fLj //?ô
TEST S LOCATION OF TEST
&re--f 2 - c- 6-(,-
FIELD
MOISTURE
VL jq
OPTIMUM
MOISTURE -
FIELD
DRY DENSITY -
P.C.F. -
MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
COMPACTION
PERCENT
REL. COMP.
REQUIRED
REMARKS:
-
l3c )LZO Ji'/,o 96,0 940
TESTS LOCATION OF TEST
aer DobI. ,"
FIELD
MOISTURE
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
' DRY DENSITY
-
PERCENT
RELATIVE
COMPACTION
PERCENT
REL. COMP.
REQUIRED
REMARKS;
-
o3- Jor '. 0 I11.0 2ô -'O.C)
TEST S LOCATION OF TEST
FIELD
MOISTURE
%
OPTIMUM
MOISTURE
%
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
COMPACTION
PERCENT
REQUIRED
REL. COMP.
REMARKS: - -
-
TESTS LOCATION OF TEST
FIELD
MOISTURE
_____
OPTIMUM
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FIELD
DRY DENSITY
P.C.F.
MAXIMUM
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PERCENT
RELATIVE
COMPACTION
PERCENT
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REL. COMP.
REMARKS:
0 0•
AMERICAN ENGINEERING LABORATORIES, INC. . 7940 Arjoiis Drive, Suite A - U 1490 IRincon Street, Unit Z LI 515 Galaxy Way
San Diego, CA 92126 Corona, CA 91720 ' Modesto, CA 95356
(619) 695-3730 (714) 272-4230 (209) 576-0813
0-044th I ILL 1
CLIENT *A1 PR DATE:
PROJECT NO.:
REPORT OF FIELD COMPACTION TEST
TESTIS LOCATION OF TEST
FIELD
MOISTURE
OPTIMUM
MOISTURE
FIELD
DRY DENSITY
P.C.F.
MAXIMUM
DRY DENSITY
PERCENT
RELATIVE
COMPACTION
PERCENT
REL. COMP.
REQUIRED
REMARKS:
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TEST IS LOCATION OF TEST
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FIELD
MOISTURE
___
OPTIMUM
MOISTURE
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FIELD
DRY DENSITY
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PERCENT
REL. COMP.
REQUIRED
REMARKS:
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TEST IS - LOCATION OF TEST
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FIELD
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DRY DENSITY
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PERCENT
REL. COMP.
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REMARKS:
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REMARKS:
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TEST IS LOCATION OF TEST
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FIELD OPTIMUM OPTIMUM FIELD MAXIMUM PERCENT PERCENT REMARKS:
MOISTURE MOISTURE DRY DENSITY DRY DENSITY RELATIVE • REL : COMP.
P.C.F. COMPACTION REQUIRED
________________________ 131c I7,S • II' .
JIAR1 .
,L1 AMERICAN ENGINEERING LABORATORIES, INC.
0 7940 Ar ions Drive, Suite A L 1490 Rincon Street, Unit Z 0 515 Galaxy Way
San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356
(619) 695-3730 (714) 272-4230 , (209) 576-0813
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CLIENT: . . PROJECT: DATE: 41
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OPTIMUM
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FIELD
DRY DENSITY
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MAXIMUM
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REL. COMP.
REQUIRED
REMARKS:
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TEST V LOCATION OF TEST .
FIELD
MOISTURE
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REMARKS:
TEST V LOCATION OF TEST
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PERCENT
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REMARKS:
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