785 Persimmon Ave 11956 Density tests Auto traini•
Ardaman &Associates, Inc.
Consulting Engineers in Soil Sciences, May 26, 1276
Foundations, and Materials Testing File No. 76--116
O): Crank Construction
210 North H?.(jhway 17--92
r ss lhea y, P1,Drlcja ' 707
Attention: Mr. Bud Schmidt
SUB;E('11: Compaction Testing j Fill Soils; Proposed Auto --Train
Employees' Wash and Locks Room Builuinq, Persimmon
Avenue, Sanford, Fl.cr ida.
Gentlemen.:
lj accordance w•ii[h your request, on ME), 2-1, 1976, a represe^tative of our
Firi-n (.-ondllcted field density i2sts wilthin t1he foundation excavation of the
dl)ove i-iientluned building. .
The resells of the field tests, to esker v,7ith their individual locations, are
s !ov;7-o co,:related to the L 1od-' ied Proctor test (AA5N0 `l'-1g0) on Table T.
H 9i-aT,)1jic r.eprc-sentation of the Modified Proctor test is shown on the
1.
a further pica -se do not ho-sit `" To Cali. Yd it3n 'V17 may i:lC Gi lui a er jE:r'v-i1:2, .,a.. i:.•t iui.c.
Very tri'aly yours,
Ai Dt' 1%ViAN & A SSCCIATES , 1NG .
V '
Vedas; Mat
Associal,e i nginoer
6015 Randolph Street, Post Office Box 13003, Orlando, Florida 32809, Telephone (305) 855-3860
Offices in: Cocoa/Ft. Walton Beach/Orlando/Sarasota/Tallahassee
Flle No.
A RDA Zvi AN 1;:.. ASSOCIATES Or
ENGINEERING LABORATORIES
76-116
ORLANDO
To: Crank Construction
IN -PLACE FIELD DENSITY TESTS
v
REPORT W 1 K
DATE- 5-24-76
TEST
NO.
LOCATION
I)
P R •
2)
AASHO—
MOISTURE AT
TIME OF
TEST
AASHO—
FIELD
DENSITY
Ib/cu.fl.)
OF
tdAX. GEN.
Depth
feet)
3)
OMC
o
Max. Dan.
1b/cu.ft.
1A Center east foundation 13 13.5 106.7 11.0 103.1 96.6 0-1.
Line
2A Center north foundation 18 13.5 106.7 6.7 105.9 99.3 1 0-1
line
3A Center vest foundation 15 13.5 106.7 7.9 104.5 97.9 0-l.
line
4A. Center south foundation 12 13.5 106.7 12.3 103.1 96.6 0-1
line
REMARKS:
O SEE FIGURE NSA
2) PR;Collbra!ed hand penetrometer dial Paodinp-
S) REFERENCED TO, bottom of foundations
I
i'
ARDAhiAN & ASSOCIATES
TABLE I
i `
i I I IU" N IH y •
2211 Lee Road — Suite 219
Winter Park, Florida 32789
Telephone (305) 628-5238
May 25, 1976
Building Official
City of - Sanford
N. Park Avenue
Sanford, Florida
Re: Wash & Locker Facility, Auto -Train Corporation
Dear Sirs
It is acceptable to me not to place the footings 121E below undisturbed
soil as long as compaction tests show a minimum of 96% modified proctor.
Respectrully,
Daryl. H. Alinson, A.I.A,;
cc. Crank Construction
13
Av4-o Truer
g-,S PP-rS t m (Y\ Ave.,
42,C(yv- } 1, 1 (R s
R