HomeMy WebLinkAbout1512 S Grand Ave - Soils Report0'K-rfrl-"//r,
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Client: 6371in Bu i I ders, lnc.
l5l2 So. Grand Avenue
Santa Ana, Ca I iforn ia 9?701
Date: 13y Zl , 1973
Type of Report:( ) Final
COMPACTION TEST REPORT
Proiect:
( X) Progress Report No
Proposed lndustrial Building
S/E of Alton Avenue and Haple Street
Santa Ana, California
File No. 73-So3B
Test Nos. I 40
PROGRESS OF JOB: Excavating and grading operations completed for the proposed buildingareas. Parking areas to be constructed at a later date.
GRADTNG PROCEDURES The building areas were excavated 18" below existins grade, then
the exposed surface vras processed and compacted. The excavatedsoil vras then replaced in lifts and compacted as required.
PREPARAT'ON OF GROUND SURFACE ANO PLACEMENI OF f'II
Vegetation Stripped and Area lnspected on: Hay g, lg73
Classilication of native soil: S i I ty C lay flLL ARE cur AREA
Snface Scarified and Compacted to Depth of 12" ExcavagelLl 8" "Scarified
Minimum Relative Compaction Specified . 90 % q0 %
( ) Compaction Not Required in Cut Area Fill Placed ln-5-i-Loose Ufts
MAXIMUM DENSTIY IESIS: ASI/VI D 1367 -70 Hethod A tlodif ied to use 3 layers of soit
Soil Type Classification Maximum Density - PCF Optimum Moisturo - %
t0B .0
107.0
r r3.5
r08.5
I 8.0
t7 .5
t6.0
t8.5
12,'
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\N\
S
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DATI NGINEERING, INC.
Dlructor ot Operldo Ovll Englne.r
sHEEr-l-OF--- Ir-Distribution:
Roviewed
Pla rti n - ul,lLrr c/ileo/.-
ADVANCED FOUNDATION ENGINEERING INC. / Consulting Foundrtion Enginccn
illl0 Airpon \Vay . P.O. Bor 4? - l,ong Bcrch, Glil. 90801 . 213,/.t263355 LA. 63&2386 714 /8Ze$32
3625 Fourth Strccl . niy.Eidq Crlif. 92501 o 114 /e727{
A Dark Brown Si I ty Clay
I Light cray Brown Silty Clay
C Brown Silty Clay
0 * Brown Clayey Silt
.DENOTES IMPORTED SOIL
CO^.IPACITON EQUIP/VIENI: 5 x 7 Sheepsfoot roller
cc: 5
pRoJECTT Proposed lndustrial Bui lding
EXPANS'ON TESr DAIA
SOIL TYPE SURCHARGE, PSF
F|LE No. 73-5038
DEGREE
Site 50i ls are considered potential ly expansive
BEARING PRESSURES
Based on the tests and inspections conducted d
safe allowable bearing pressure of !!!_9__p_:-L ra
and continuous footings embedded at l8 inches
uriyb
bel
ng grad ing operations, a
e used in designinq spread
ow lou/es t adjacent grade.
SPEC I
the comp acted soil must be maintained or reestablished to at least Z above
o pt imum mo sture con ten t r to ac I n concret
I ven rn our or ginal Foundation lnvestigation Report, dated Harch 9, 1913,
Project t|o. A73-1355, remain apart of this report.
SUMMARY OF F'El, DENS'IY TESTS
(REFER TO PLATE A FOR TEST LOCATIONS)
SOIL
TYPE
WET DENSITY,FIELD DRY DENSITY,ELEVATION, FT.
FILL TESTDATEPCF
REFER TO PAGE 3
.Ocnot.3 tcat below mlnlmum requlremrnt..DanotGs tsst taken in acco.dancc with ASTM D 1556-54
All othcr tosts taken by drivo tub6 method (Referenco - ASTM Procrdure!, Dec, f964)
-
tilti $rEEr-2-oF-l-
TEST
NO.PCF MOISTURE, %
EXPANSION, %
REqU r REilEilTS
Due to the potential expansive soil condition, the field nroisture content of
Al I other recommendat ions
RE1rTIVE
coMPACTtONrl
PROJECT: PROPOSED
TEST
NO.
Soi I
TyPe
IIIDUSTR IAL 8U I LD IIIG
SUMMARY OF FIELD DENSIW TESTS
(REFER TO P|-ATE A FOn TEST LOCATTONS)
WET DENSITY FIELO DRY DENSITYPCF MOTSTURE, % rcF
t20.8 z\.5 97.1
126.2 2t.3 t04. t
120 -2 2\.7 96.\
124.8 26.2 98.8
FILE NO.73-5038
OATE
5 /9 /73
RELATIVE
COMPACTION, %
90 .0
96.3
90.?
9t.6
DcDth
FILL
r 8,'
IB"
r 8,,
Ltt
6,'
6,,
5,,
6"
r 8,,
18"
r8,,
r8''
r 8,,
I 8,,
r 8,'
l 8,,
l 8,,
12,,
l2tt
12"
| 2"
TESTS
r8,,
18"
l 8,,
?
3
\
A
**B
5/ lo
5/t t
5
6
7
I
9
l0
tl
l2
t3
r4
r5
t6
t7
r8
t9
20
2t
A
A
A
A
A
A
B
A
c
**c
**A
,t*A
**A
D
0
D
D
Processed
Bo t tom
5/ t\
125.2
125.2
t26.6
t22.8
t24.B
t20.8
t2t.8
121.0
125.0
126.7
I r6.8
126.1
126.0
r2q.8
l2l .2
t2\.2
r09.8
99.2
99.7
99.2
95. I
r04.3
95.0
99.2
107.5
I 10.3
109.9
98.7
103.1
103 .0
102.2
t 00.5
98.5
93 .0
91 .8
9t.8
9l .8
89.0(r)
96.6
88.8(t)
9l .8
9\.7
97.2
96.8
91.4
95.\
95.3
9\.2
92.5
90 .8
85 .8*
6,,
18,.
r 8,,
18"
6,,
4,,
4,,
4,,
6"
6,'
6"
6',
.Duotct tcst bclow mlnimum rcqulrcmcnt..Ornotrs test taken in accordance with ASTM D 1556-64
All othcr tests taken by driv€ tube method (Reference - ASTM Ptocedurct, Dcc. 1964)
.-tillll sxeer 1 or--!-
26.2
26.2
?5.\
27.9
19.7
27.2
22.9
12,\
r3. r
t5.2
I 8.2
22.1
22.1
22.0
20.\
?6.0
r 8.2
PROJECT: PROPOSE D INDUSTRIAL BUILDING
SUMMARY OF FIETD DENSITY TESTS
(REFER TO PLATE A FON TEST LOCATIONS)
WET DENSITY FIELD DRY OENSITY
rcF MOTSTURE, % rcF
F|LE No. 73_5038
DATE
5/t\
TEST
NO.
z2
23
2\
25
26
27
28
29
l0
3r
32
33
3lt
35
36
37
38
39
40
(l)
RELATIVE
COMPACTION, %
El eva t ions
FILL TESTS
5/15
D 125.0 26.0 99.3 9l,q Retest # 2l
D t24.0 2?.0 tot.6 93.5 tg,, 6"
A 122.2 2\.7 98.2 9t.0 18,, lg,,
A ll8.B 23.9 96.0 89.0(t) 18,, lB,,
c 122.8 15,2 t05.4 g3.B t8" 18,,
s t2r.2 29.8 95.0 88.8( | ) ', ',
B t22.6 29,8 94.5 88.3(t) ,, ,,
't*B 120.6 26.\ 95.3 89. t (t) ,, r'
A 122.0 2t.3 t00.3 93.0 ,, ,,
A l2l.q 22.1 gg.5 92.2 ,, ',
A 123.4 22.1 l0l.l 93.6 ,, ,,
A 122.2 23.7 98.9 91.4 rr rr
A t2t.2 27.1 95.\ 88.3(l) 't ',
*'tB I I5.3 19.9 96.3 90.0 r ,,
c 125.6 25,2 tOO.2 g2.5 2\" 6,,
c 127.2 ?\.\ 102.2 9\.2 2\" 6"
**C 125.6 18.2 102.5 90.3 30,, Surface
**D t2\.9 22.0 t02.2 g\.2 3o', ,,
**D 123.5 17.5 t05. t 96.8 30,,
Tests taken at bottom of footing areas and approved by this office
.Dcnot?r test below minimum rrquirement..Drnotes test taken ln accordance with ASTM D 1556.64
All other tests taken by drive tube method (Reference - ASTM Procedurcr, Oec, 1964)
-
tillll sxrer--q or--4
5/ t6
s/1ll{ADVANCf,D'OUNDATION INCINf,f,l'ING INc.
'LATE
A
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PROJECT -77- 50 7O
AL;:-ar-l Ave.
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