HomeMy WebLinkAbout31941 CORYDON ST_
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COMPACTION REPORT
PROJECT : C-8696-82
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1
PROJECT SITE•
OFF CORYDON STREET,
LAKE ELSINORE, CA
LEGAL DESCRIPTION:
PORTION OF LOT 19,
BLOCK "F" , BOOK 6,
`G PAGE 296, WITH
AP# 370-080-015 ,
RIVERSIDE COUNTY,CA
J
DATE:
MAY 25, 1982
~- RECEIVED
JUN 04, . ,2
Dept. Of Bldg. & Safety
PREPARED FOR:
RONEY' S HEAVY EQUIPMENT
P. 0. BOX 363
NORCO, CA 91760
714/737-88.16'
18,340 Grand Ave. , Lake Elsinore, CA.92330 i
(714-S!,9-4066 (714)678-4300
Y
PROJECT #: C-R696-82
ACADE,'M�� ME
21. 19 F z
�SOILS ENGIM!'ERING
Roney's Heavy Equipment
P. O. Box. 363
Norco, California 91760
714/737-8816
ing
for the property located off of Corydon
Subject: Compaction test
Portion of Lot 19, Block 'IF" , Book 6,
Street, Lake Elsinore, aRiverside County, California.aliforniPage 296, AP# 370-080-015,
Dear Sirs:
your re nest , we hav^ investigated the compaction
In response to R
on the above site , and compaction i,luttl1)1an . }1C1 formed at the
approximate locations shown
ory
Based on our findings from isefound to held analysis ,
dcompacted. Enclosed
the proposed building area and recommendations .
are the results of our findings ,
If we can be of further assistance t ;you , please feel free to
contact our office at your convenien,;e .
Respectfully submitted ,
aCADEr'tY SOILS ENGINEERING
Project Coorc inatar
e a� cIIark 30527
18040 Grand Ave. , Lake Fisinore , CA 92330
(714) 559-40661678-4300
• ACA DEMYS PROJECT # : C-8696-82
MAY 259982
EKING PAGE 2
INTRODUCTION
Tnis report presents a summary of the laboratory and testing
procedures , final compaction results , and a plot plan, showing
the approximate location of compaction tests .
COMPACTION TESTING
Field density tests were taken in accordance with the ASTM
DES: D - 15S6 - 64.
Field density tests were taken at approximately 0. 5 to 1. 0
feet below the surface area.
Maximum dry density was obtained- by using the laboratory
procedure ASTM DES : D - 15S7 - 70 .
Field testing for compaction was started after the completion
of the proposed building pad.
GENERAL GRADING CONSIDERATIONS
1 . Any additional grading must be done under the supervision
of a soil engineer.
2. Ponding of water should not be allowed anywhere on the
building pad. A minimum gradient of one percent should be
maintained away from the found;3tion and slopes at all times .
3. The faces of cut and fill slopes should always be maintained
against errosion , either by effective planting , or by
installation of non-errosive materials when necessary.
18040 Grand Ave. , Lake Elsinore, CA 92330
(714) 559-40661678-4300
PROJECT #: C-869E-82
ACA►DE� Y
sops 'r MAY 21982
PAGE
COMPACTION TEST RESULTS
MAX. DV'SITY DRY DENSITY % FIELD % RELATIVE
TEST # DATE TEST DEPTH Lb / Fi'3 I,B / FT3 - MOISTURE COMPACTION
o
1 5/20 -1" 124.5 112.3 5.9 90.2
2 5/20 -l" 124.5 115.2 6.2 92.5
3 5/20 -l" 124.5 114.6 6.0 92.0
4 5/20 -1" 124.5 113.2 6.4 90 .9
5 5/20 -6" 124.5 116.7 6 93 .7
6 5/20 -6" 124.5 118.6 6 95 .3
7 5/20 -6" 124.5 116.0 5.8 93 .2
e. 5/20 --6" 124.5 114 .7 5.8 92.1
SOIL TYPE: Silty sand, fine to coarse grain,
mostly fine and medium grain, tan
brown in color, relatively dry.
Max. Density: 124 .5
Opt. Moisture: 8.5%
*NOTE: MAXIMUM DENSITY WAS ACQUIRED THROUGH COMPACTION METHOD
ASTM DES: D - 1557 - 70 , METHOD A.
18040 Grand Ave. , Lake Elsinore, CA .92330
(714) 559-4066 (714)678-4300
PROJECT #: C-8696-82
MAY 25*982
PAGE 4
COMPACT ONETESTSTION OF NOr_
MAX. FILL: 1.5'-2.0'
OPT. MOISTURE: 8.5%
14HEEL ROLLED Z SO. 2.3
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1#010 Grand AVO. , L.k. Slsinors, Oa•92330
(714) 559-4066 1714) 678-4300
ACAMMY PROJECT #: C-8696-82
'son.-.; ME
25 , 1902
S
CONCLUSION AND I(ECOMMENDATIONS
According to our findings . it is our opinion that the subject
site is compacted. This conclusion is "h:iscd on field ohservations ,
laboratory analysis , and the compaction test results at the ap-
proximate locations indicated on the plot plan. The field compaction
results , obtained through field testing, are above 90 percent
of the maximum dry density.
Our findings and recommendations contained in this report
are based on the results of field investigation, laboratory testing ,
and generally accepted engineering practices , and are based on
the assumption that the soil condition: will remain consistent
throughout the area, with those enclosed in this report. No
other warranty , expressed or implied .
If any variations in the soil condition exist or occur durir:l;
..he development of this site , this office should be notified
immediately so that supplemental recommendations may be provided .
Respectfully submitted,
ACADEMY SOILS rNGINEERING
i"
18040 Grand Ave. , Lake Elsinore , CA 92330
(714) 559-40661678-4300