HomeMy WebLinkAboutWater Line Soil DensityJP��`ESTINC e4 eo9 PITTSB`. ,RGH TESTING LABC -ATORY class I'A"
FORM NO. 69 RE*/.
%0 y ESTABLISHED Ieal
^ r o
n PITTSBURGH. PA.
< Order No. MA 3707
z AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS
��^:♦ ? 1y ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS, AND AUTHORIZATION Report No.
FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING P
EA$4N0 OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. Cl lent$ No.
Lab No: 488
REPORT OF IN-PLACE SOIL DENSITY TESTS
Client General Development Corooratinn, 1111 Raychnre Drive, Miami, Florida 33131
Project Sebastian Highlands w/r 3873, Phase 1
Soil Description Gray sand and hardpan mixture
Max. Dry Density 109.8 lbs./cu. ft. Optimum Moisture 11.1 o Method of Test AASHOT-180
DATE OF TEST
TEST i I No.
ELEV.
TEST LOCATION 1 FT.
i
UFT FIELD
MOISTURE
NO. I
'
IN-PLACE DENSITY
(LBS./CU. F7.) I COMPACTION
'NET DRY
11-2 1 1
l
Lot 11 and 12 Block 609 I gradel
1
10.7
117.9
106.5 197.0
It
2
Lot 9 and 10, Block 609 11'
1110.41115.6
104.7 195.4
"
( 3
Lot 7 and 8, Block 608 1" (
10.8
117 6
106.2 196.7
"
14
1 tot 5 and 6, Block 608 1.,
110.91116.8
1105.3
1;95.9
"
1 5
( Lot 14 and 15, Block 607 !"
1
10.11116.3
1105.6 '9
"
6
1 Lot 18 Block 607 1"
110.01117.2
106.5 'i97.0
11-3
1 7
1 Lot 21, Block 609
111
1 110.51117.6
106.4 '96 9
11
1 8
1 Lot 24, Block 607
1"
19.7
1115.7
1105.5 '96.1
"
19
Lot 10 and 11, Block 608 1"
1 110.51116.1
105.3 195.9
1
111
11
j
1
1
1
Remarks Tech: J. Cornell
1 Client, Attn: Engr. Dept.
2 Client-,Attn: Engr. Dept., 8380 S. Federal Hwy., Port St. Lucie; Fla. 33452
1 City or Sebastian, PO Box 127. Sebastian, Fla 32958 I +/yC
n r nn n_.. I n7 [l
PITTSBURGH TESTING LABORATORY
I tX1A8T NeIWt 914
DISTRICT MANAGER
`EST'"c `'o PITTSL JRGH TESTING LAB, RATORY Class q�M'' a9 REV.
9 ESTABLISHED 1861
90
PITTSBURGH. PA.
<
T
AS A MUTUAL PROTECTION TO CLIENTS. THE PUBLIC AND OURSELVES, ALL REPORTS Order No. MA 37n%
P �y ARESUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS. AND AUTHORIZATION Report No.
L� �y FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING
,O OUR REPORTS 13 RESERVED PENDING OUR WRITTEN APPROVAL. Client's No.
''9S ANO L
REPORT OF IN-PLACE SOIL DENSITY TESTS Lab No: 492
Client Gpnpral OeyPlnpmPnt Corporation, 1111 S RayshnrP nri vP, Miami. Florida 13111
Project Sebastian Highlands w/r 3873
Soil Description Gray sand and hard
Max. Dry Density 110.4 lbs./cu. ft. Optimum Moisture 10.9 o Method of Test AASHOT-180
DATE OF
TEST
TEST T E S T L O C A T I O N
NO.
ELEV. 1.1T1
FT.
FIELD
MOISTURE
NO. I
IN-PLACE DENSITY
(L95./CU. FT.)
,OM PA(:TION
NET JRY
11-11 I
1 (
Lot 12 Block 598 laradei
10.21117.3
106.4 96-4
"
2 I
Lot 8 Block 598 1.1 1
i10.71116.5
"
37
I
Lot 4 Block 598 If.
I
110
1117-4
5_q 95.9
" 14
Lot 22 Block 620
10.51118.QI
11-13 15
Lot 18 Block 620 1"
110-01116.7
11 16
iLot
13 Block 620 I "
19.6
(118.3 1108.0
"
7
1Lot 33 Block 594
i
I
1106.6
"
18
Lot 29 Block 594
i
I" 110.7
117.3
1106.0 96.0
"
9
ILot 24 Block 594
i
(" 110.3
116.7
1105.7 95.8
"
1 10
ILot 20 Block 594
10.6
118.3
1107.0 96.9
1
I
I 1
1
�
1
1
1 1
1
Remarks Tech: J. Cornell
1 ('1 iant Attn • Fnnr (Sant
PITTSBURGH TESTING LABORaTORY
,SL ENGINEERING
I
DISTRICT MANAGER
`ESTI
"G�f o PITTSBI_.�GH TESTING LABO. -ATORY Mass I�I1RM 49 REV.
C, '9 ESTABLISHED 1881
a PITTSBURGH, PA.
Order No. MA 37()7
r AS A MUTUAL PROTECTION TO CLIENTS. THE PUBLIC AND OURSELVES. ALL REPORTS
P .y ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS. AND AUTHORIZATION Report No.
FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING
OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. Client's No.
'?S ANO Lab No: 493
REPORT OF IN-PLACE SOIL DENSITY TESTS
Client Gpn ral Dpyplopmpnt Cornoraticn,, 1111 S Ray -hare Drive, Miami, Florida 33131
Project Sebastian Highlands w/r 3873
Soil Description
Gray sand and hardpan
Max. Dry Density 110.4 lbs./cu. ft. Optimum Moisture 10.9 o Method of Test AASHOT-180
DATE OF ( TEST I
TEST NO.
ELEV.
T E S T LOCATION 1 FT.
LI FT FIELD
IM OISTURE
NO.
IN-PLACE DENSITY
(LBS./CU. FT.)
COM PAO TION
'-ET CRY 1
11-7 1 1 ILot
1 Block 584 1gra ei
110.81117.3
1105.9
195.9.
If
2 ILot
27 B1 ock 584 1 " 1
10.21117.1
7 1106.3
196.3
"
3 ILot
24 Block 584 !" 1
10.91118.6
i
" 1
4
Lot 21 Block 584
1
110.51118.5
1107.2
197.1
"
1 5
ILot 18 Block 584 1" 1
110.0
1116.6 1106.0
11-9 16
Lot 5 Block 462 1"
110.7
1117.6
106.2 196 2
" 7
Lot 11 Block 462 1"
1
10 9!
1
" 1 8
ILot 19 Block 462 I"
( 10.4
1119.6
1108.3 98.1
" 1 9
Lot 2 Block 448
I"
10.0
1118.3
1107.5 97
" 1 10
Lot 7 Block 448 !"
1 ;10.7
117.2 1105.9 195
"
11
ILot 4 Block 448
1 110.6 1118.4
107
"
12
Lot 28 Block 598
I"
10.4 117.6
106.5 §6.5
11-10 113
Lot 25 Block 598
9.9 15.5
i
1105.1
" 14
ILot 20 Block 598
110.0
" 115
Lot 16 Block 598
10.3 117.9
Remarks Tech: J, Cornel 1
1 Client, Attn: Engr.
2 Client,Attn: Enyr.
1 City of Sebastian,
1 City Engineer, Robe
1 Tech.
2 MA
pt.
Pt., 8380 S. Federal Hwy., Port St. Lucie, Fla.
Box 127. Seba-st.i an , Fla. 32958
11ovd. P.E.. PO Box 127, Sebastian,Fl
PITTSBURGH TMING LABORATORY
"-s-, EERING
DISTRICT MANAGER
;'jTIN_4eO pITTSBL .IGH TESTING LABG ATORY Class "A"
FORM NO. 49 REV.
0 r 9 ESTABLISHED seer
_'a PITTSBURGH, PA.
2Order No. MA 3707
r A3 A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES. ALL REPORT!
a ty ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS. AND AUTHORIZATION Report No.
FOR PUBLICATION OF STATEMENTS, CONCLUSION! OR EXTRACTS FROM OR REGARDING
fgSANOOUR REPORTS 13 RESERVED PENDING OUR WRITTEN APPROVAL. Client's No.
REPORT OF IN-PLACE SOIL DENSITY TESTS Lab No: 498
Client General Development Corporation, 1111 S Rayshare Drive Miami, Elmira 33131
Project Sebastian Highlands W/r 3873, Phase 2, Main line
Soil Description Gray sand and hardpan
Max. Dry Density 110.4 lbs./cu. ft. Optimum Moisture 10.9 r Method of Test AASHOT-180
OATS Of
TEST
TEST
No.
T E S T LOCATION
ELEV.
FT.
1
UFT FIELD
MOISTURE
NO.110.41116.3
IN-PLACE DENSITY
ILSs./CU. FT.)
COMPACTION
w�T -DRY
11-18 1 I
Lot 26, Block 618 1gradef
0 3 195.4
If
2 jLot
30, Block 618
18 I
19.5
1116.0
106.0 196.0
" 1
3
Lot 4, Block 618
" 1110.0&j
106 196.1
11
1 4 JLot
8, Block 618
"
110.6
1118.4
1
1
107.1 197.0
"
5
Lot 12, Block 618
1
19.7
1116.1 1105.9
195.9
"
1 6 ILot
16, Block 618
If.
10.2
117.6
1106.8 196.7
11-20
1 7
Lot 20, Block 618
I"
.11 0
197.3
"
1 8
iLot 24, Block 618
( 110.9
1120.0
108.2 198.0
"
1 9
Lot 13, Block 620
1"
1
110.41117.1
1106.1 X96.1
"
1 10
ILot 9, Bloc 620
1
9.9
1
1117.2 1106.6 196.6
"
11
ILot 6, Block 620
I"
110.4
116.9
1105.9 �95,
"
1 12
Lot 3, Block 620
11.2
118.7
106.8
196.7
"
13
Lot 1, Block 620
110.6
118.9
"
114
Lot 1, Block 449
110.3
"
1 15
Lot 4, Block 449
110.1
1118,()1;107.2
Remarks
Tech: J. Cornell
TESTING CQA51 ERGO
OISTRICT MANAGER
`E5T'"G I PITTSE .RGH TESTING LABC ATORY class � ARM N0.49 REV.
4
e
ll
�9
ESTABLISHED 1901
z7O
PITTSBURGH, PA.
Order No. MA 3707
AS A MUTUAL PROTECTION TO CLIENT!, THE PUBLIC AND OURSELVES, ALL REPORT!
tih ARESUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS, AND AUTHORIZATION Report No.
• �� �y FOR PUBLICATION OF STATEMENTS. CONCLUSION! OR EXTRACTS FROM OR REGARDING
y EqS AND C'N�l�` OUR REPORTS I! RESERVED PENDING OUR WRITTEN APPROVAL. Clients No.
Lab No: 517
REPORT OF IN-PLACE SOIL DENSITY TESTS
Client General Development Corporation, 1111 S Ray-,horP Drive, Miami, F1•nrida 33131
Project Sebastian Highlands w/r 3873
Soil Description Gray sand and hardpan
Max. Dry Density 109.8 lbs./cu. ft. Optimum Moisture 11-0 0 Method of Test nAASHnr Ton
DATE OF I TEST
T E S T LOCATION
ELEV. JUFT
FT.
R0.
FIELD
MOISTURE
IN-PLACE DENSITY
(LBS./CU. FT.)
COMPACTION
TEST NO.
WET DRY I
Backfill over water service lines
lin
12-1 I
1
Lot 17 and 18 Block 619. c
-Alf
A
ilg
over water service lines
,
2 (Backfill
Lot 17 and 18 Block 618 C
- ��
Backfill over water service lines
,
" 13
Lot 16 and 17 Block
-
Backfill over water service lines (-
I
lin'g
,
iog.rl
"
4 (Lot
16 and 17 Block 620 Crawford
117.9
inr..l
Backfill over water service lines I-
"
5
Lot 15 and 16 619 Crawford
.Block
Backfill over water service lines
I-
"
16
Lot 15 and 16 Block 619 Crawford Dr.
backfill over water service lines
1-6"
"
17
ILot 13 and 14 Block 619 Crawford
Backfill over water service lines
1-18"
11
I8
(Lot 13 and 14, Block 619, Crawford Dr.
over water service lines
(-
I
"
19
!Backfill
Lot 12, Block 619 Crawford Dr.
i
05.9
over water service lines7
Llplllinr.
0
Tackfill
ot 12, Block 619 Crawford D
,
Backfill over water service lines
I-
"
I11
Lot 9 and 10 Block 619 Ca
Backfill over water service lines
,
"
I12
Lot 9 and 10 Block
-
Backfill over water service lines
Ii-.-
,
"
I13
Lot 2 and 3 Block 619 Ca
(Backfill over water service lines
,
"
114
Lot 2 and 3 B
54-9
"
I
* Note: The above test meets thp rpquirpailrontQ
a
�lm,
,
Remarks Tech: B Plemmons
1 Client, Attn: Engr. Dept.
2 C lent, Attn: Enqr. Dept., 8380 S. FederalHwy., Port St. Lucie, Fla. 33452
1 Citv Enaineer. Robect Lloyd, P E PO Box 121 Sebastian, Fla.,�,ZQS -�_
1 Te
2 MA
PITTSBURGH TESTJYA(NL'A60%&0RY
/DISTRICT MANAGER
-
�_f STING,4eo PITTSB,..,-ZGH TESTING LABG_ -ATORY class ; ORM Np. 43 REV.
9 ESTABLISHED 1881 A
9
PITTSBURGH, PA.
Order No. MA 3707
r 7 AS A MUTUAL PROTECTION TO CLIENT!. THE PUBLIC AND OURSELVES, ALL REPORT!
? ty ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS, AND AUTHORIZATION Report No.
FOR PUBLICATION OF STATEMENTS. CONCLUSION! OR EXTRACTS FROM OR REGARDING
Y FE• N�lt` OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. Clients No.
ASANG L
REPORT OF IN-PLACE SOIL DENSITY TESTS Lab No: 518
Client General DPv lnpmPnt Corporation. 1111 S RayshnrP Drive. Miami, Flnrida 31111
Project Sebastian Highlands w/r 3873
Soil Description Gray sand with hardpan
Max. Dry Density 109.8 lbs./cu. ft. Optimum Moisture 11.0 o Method of Test AASHf1T_1R(1
DATE OF I
TEST 1
T E S T LOCATION C A T I O N
ELEV.
FT.
IMFIELD
UFT
N0.
OISTURE
IN-PLACE DENSITY i
(LBS./CU. FT.)
'COM P.0 710N
TEST
No.
wET DRY
Backfill over water service
112.2-1118.0i
12-1
1
Block 619, Lot 1, Carlson St. 1-6"
1
backfill over water service
113,8111&8
if
2 1
Block 619, Lot 1, Carlson St. 1-18"
ac over water service
I
12-2
3
Block 617, Lot 28, Deacon Dr. 1-611 i I1
1
,o
backfill over water service i
1-18"
1104.7
4
Block 617, Lot 28, Deacon Dr.
12 0o
water service
I-6"
1105-3
"5
1backfillover
Block 617, Lot 26 and 27, Deacon Dr.
1
2
95_9
over water service
"
6 1backfill
Block 617, Lot 26 and 27, Deacon Dr.
-18" I 111.81117.0 1104.6
95.3
over water service
j
"
7
1OdWill
Block 617, Lot 22 and 23, Deacon Dr. ,-6" i
112 Q
Q
"
1backfill over water service
Block 1-18" i
8
617, Lot 22 and 23, Deacon Dr. 112.4 !118.4
.105.3 95.
DdLkfill over water service
!
"
1 9
1 Block 617, Lot 20 and 21, Deacon Dr.
-6" 111.7. 118 5 106 96,6
backfill over water service
"
5_01
Block 617, Lot 20 and 21, Deacon Dr. I-18" I 112.6 i17.5
1 95-5
1
BaCKT111 over water -service I I
1 1-6"
12-3
11
Block 617, Lot 19, Deacon Dr.
11.7 117.9
105-5 96-1
kfill over water service
If
12
Block 617, Lot 19, Deacon Dr. ,-18"
i12.2 JJLA
104-6 9qJ
ac over water service
1
112.3 I
if
13
Block 617, Lot 17 and 18, Mabry St. 16"
96-2
over water service I !
"
1backtlll
14
B lock 617, Lot 17 and 18, Mabry St. X18"
* Note: The above test meets the requirement bf 95,
f
Remarks Tech: B. Plemmons
1 Client, Attn: Engr. Dept.
2 Client,Attn: Engr. Dept., 8380 S. Federal Hwy., Port St. Lucie, F a. 33452
J'A 1v - - -
PITTSBURGH TESTING LABORATORY
i
DISTRICT MANAGER
;QSTINQ ( o PITTSB..-RGH TESTING LAB(_ ,.ATORY class "A"
S M1Jo a FORM ISO. 49 REv
c 9
ElTAB L1SHED IBflI
0 90
PITTSBURGH, PA.
r AS A MUTUAL PROTECTION TO CLIENT!, THE PUBLIC AND OURSELVES, ALL REPORTS Order No. MA 3707
�y ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY O► CLIENTS, AND AUTHORIZATION Report No.
FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARD NO
OUR REPORT! IS RESERVED PENOING OUR WRITTEN APPROVAL. Clients No.
_
qs°"D � Lab No: 519
REPORT OF IN-PLACE SOIL DENSITY TESTS
Client G neral nPvPlnpmPnt Corporation, 1111 S Ray-,hnrP OrivP, Miami, FTnrirla 33131
Project Sebastian Highlands w/r 3873
Soil Description
Gray sand and hardpan
Max. Dry Density 109'8 lbs./cu. ft. Optimum Moisture 11•0 o Method of Test AASHOT-1$0
OA Tf OF ( TEST
T E S T L O C A T I O N
ELEV.
FT.
LIFT
NO.
FIELD
MOISTURE
IN-PLACE DENSITY
CU. FT.1
COM PAt: TION
TEST NO.
•
WET oav
Backfill over water service
12-2 I
I (Block
617, Lot 15 and 16, Mabry St. 1-6,"
baCKfill over water serviceI-
"
2 Block 617, Lot 15 and 16, MabrySt.
��
112
I
ac i over water service
"
3
Block 617, Lot 13 and 14 Mabry St
-Alf
ill
9
117 0
inoz I 10C C
over water service
112
113ackfill
Block 617, Lot 13 and 14, MabrySt.
_II4
9
117 7
ac over water service
1-611
" 15
(Block 617, Lot 11 and 12, MabrySt.
ac n over water service
" 16
(Block 617, Lot 11 aNd 12, MabrySt.
I- ��
1
over water serviceIf7
lbaCKTill
Block 617, Lot 9 and 10 Mabry St.
1611
water service
If
I8
�backfillover
Block 617, Lot 9 and 10, Mabry St.
1-18"
over water service
"
I9
i Block 617, Lot 7 and8, Mabry St.
1-611
Is10
�baCl(tlllover water service
i
Block 617, Lot land 8, Mabry St.
ac i over water service
" 11
(Block 617, Lot 5 and 6, MabrySt.
11
-
ac over water service
I-
" 112
Block 617, Lot 5 and 6 Mabry St.
��
I
1
water service
" I13
�BaCkfflTover
Block 617, Lot 3 and 4, Mabry St.-
Liv,
ac ill over water service
I
" 114
Block 617, Lot 3 and 4 Mabry St.
12 6
•
"
I
* Note: The above test meets the reouir m
951!:
Remarks Tech: B. Plemmons
1 Client, Attn: Engr. Dept.
2 Client, ttn: Enqr. Dept., 8380 S. Federal Hwy., Port St. Lucie, Fl a. 33 52
1 Tech.
2 MA
ineer. Robert Lloyd, P.E., PO Box 1.27, Sebastian, Fla
�� [� 6 19b
PITTSBURGH TESTING LABORATORY
DISTRICT MANAGER
tESTINC/ PITTS6-jRGH TESTING LAB(-. ZATORY I.°RM N°- A9 REV.
>s hs 4909 class A
- ESTABLISHED 1881
PITTSBURGH,
PA. Order No. MA 3707
AS A MUTUAL PROTECTION TO CLIENTS. THE PUBLIC AND OURSELVES. ALL REPORTS
Q y`H ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS. AND AUTHORIZATION Report No.
LC�L. FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING
CC r�'� OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. Clients Na.
gSANOG Lab No: 520
REPORT OF IN-PLACE SOIL DENSITY TESTS
Client Gen ral Development Corporation, 1111 S_ Bay; hnre Drive, Miami, Florida 33131
Project Sebastian Highlands w/r 3873
Soil Description
Gray sand and hardpan
Max. Dry Density 109.8
l6s./cu. ft. Optimum Moisture 11.0 o Method of Test AASHOT-180
DATE OF
TEST
TEST
LOCATION
ELEV. UFT FIELD IN-PLACE DENSITY
FT. No. .OM PAG TION
I (MOISTURE (LBS./CU. FT.)
TEST
NO.
I `NET DRY
I
Backfill over water
service
lines
1.611
12-2
1
Block 621 Lot 1. Julian
Ave-
Backfill over water
service
-
lines
"
2
Block 621 Lot 2 Julian
Ave.
'_ "
32 61117
8
Backfill over water
service
lines j
I11
"
3
Block 62I Lot 2 and
3. Julian
Ave Z 11 0-7
-7
Backfill over water
service
lines
"
4
Block 621 Lot 2 and
3, Julian
Ave I Sol._
I
I
Backfill over water
service
lines
( I
I J
12-3 I5
Block 621 Lo 4
Backfill over water
service
lines I
.
"
6
Block 621 Lot 4 and
_ " !1-1 110 A
104
Backfill over water
service
lines I
"
17
I Block 621 Lot 6 and
7, Julian
Avp it
96.1
Backfill over water
1310--k
service
lines
"
18
621, Lot 6 and 7. Julian
Ave_ -IsIC 11n A
II r1c95.7.
Backfill over water
service
lines I
!
"
I9
I Block 621 Lot 8 and
9. Julian
Ave
Backfill over water
service
lines j
"
10
Block 621 Lot 8 and
9. Julian
11
Avp
Backfill over water
service
lines
"
11
Block 621 Lo
"
Backfill over water
service
lines !
"
112
Block 621, Lot 12 and
121-itili;in
11 i
UP
* Note : The above test
meets the-rzgu_irR4Pen.t-ef-9 a
mum --d
Remarks Tech: B Plemmons
1 Client, Attn: Enqr. Dept.
PITTSBURGH TESTING LABORATORY
n
FAg COAST. ENGINEFIM-NI
DISTRICT MANAGER
;ESTI "G f o PITTSB RGH TESTING LABC ATORY class 'ARM NO. `�
s '�so49
r 9 ESTABLISHED 1881
PITTSBURGH, PA.
K Order No. MA -1707
c. y AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES. ALL REPORTS
ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS, AND AUTHORIZATION Report No.
YC oCc�L*l�� FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING
SANG OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. Client's No.
A
REPORT OF IN-PLACE SOIL DENSITY TESTS Lab No: 467
Client General OevPlopment Corporation, 1111 S Raythnre Drive, Miami, Fl•Orida 31111
Project Sebastian Highlands w/r 3873
Soil Description Gray sand and hardpan
Max. Dry Density 110.4 lbs./cu. ft. Optimum Moisture 10.9 o Method of Test AASHMRn
OATE OF
TEST
TEST
N0.
TEST LOCATION
-
ELEV.
FT.
LIFT
ND.
FIELD
MOISTURE
IN-PLACE DENSITY -
(1.5s./cu. FT.)
COMPACTION
WET DRY
10-19
1
Roadcrossin Enalan and Capron
I
( q
"
2
Lot 3 and 4 Block 610 laradpi
iii
-i
ilp 2 lim_2
cls; -2
" 13
Lot 5 and 6 Block 610 ill
11n
7
117 1
l
06 n
"
4
Lot 9 Block 602 I"
I
06-0
"
5
Lot 2 Block 609.
I
I
118=7
10-20
6
(Lot 7 Block 609
I"
i 95-3
"
7
ILot 24 Block 607
"
I
111-11
a l aq 0
"
18
ILot 1 Block 606
I 110.61
; q
"
9
Lot 3 Block 601
I
10.21
117.9
1107.0 96.9
"
10
Lot 8 Block 601
I"
I
110.5
117-1 1106.0 96-0
I
I
I
I !
i
Remark
Tech: J. Cornell
�4V .� V >l�vI
PITTSBURGH T i ING LABORATORY
I
DISTRICT MANAGER
`EST:"` Eo PITTSB RGH TESTING LABC ATORY class ARM N0.49 REV.
ESTABLISHED 1881
O YO
PITTSBURGH, PA. Order No. MA X7()7
r
AS A MUTUAL PROTECTION TO CLIENTS. THE PUBLIC AND OURSELVES. ALL RCPORT!
o h ARE SUBMITTED AS THE CON PIDENTIAL PROPERTY OF CLIENTS. AND AUTHORIZATION Report No.
L' FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING
ASAIiGOUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. Client's No.
Lab No: 446
REPORT OF IN-PLACE SOIL DENSITY TESTS
Client
Project Sebastian Highlands w7r 3871
Soil Description Gray sand and hardpan mixture
Max. Dry Density 110.4 lbs./cu. ft. Optimum Moisture 10.9 o Method of Test AASHOT-180
OATEOF
TEST
TESTELEV.
No.
T E S T LOCATION I
FT.
LIFT
NO.
FIELD
MOISTURE
IN-PLACE DENSITY
(LBS./CU. FT.)
COMPACTION
NET ORY
10-2 1
1
Easy street 150' W. of Schumann 1grade
1
117.7
106.6 1
96.6
" 1
2
" " 350' " " to 1"
19.6
1
115.7
105.5 ! 95.6
to
3
" " 600' " " 11
"
110.1
117.0106.3
I
I96.3
10-5
1 4
II 11 I
900
(
(10.7
118.5
107.1 97.0
1/
5
11 II 1 11 11 11
1000
II
I
1
19.9
116.6
106,1 96.1
1
1
1
11
I
1
(
11
1
1
Remarks Tech: J. Cornell
1 Client, Attn: Engr. Dept.
2 CT-lent,Attn: ngr. Dept., 8380 S. Federal Hwy., Port St. Lucie, Fla. 33452
1 City Engineer, Robect Lloyd, P
1 Tech.
7
PITTSBURGH TESNO [A%A§ ORY
DISTRICT MANAGER
sSTlNG I4eo PITTSBvrRGH TESTING LABG _ATORY class ARM NO. a9 REV.
9
p 9� ESTABLISHED 1881
= 9 PITTSBURGH, PA.
< Ordei No. MA 3707
I, 7C A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORT?
P �y ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS. AND AUTHORIZATION Report No. 412
FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING
rE. OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. Client's No.
RS ANO G
REPORT OF IN-PLACE SOIL DENSITY TESTS
Project Sebastian Highlands
Soil Description Gray sand & hardpan mixture
Max. Dry Density
110.4
lbs./cu. ft. Optimum Moisture 10_9 o Method of Test
AASHTO T180
DATE OF
TEST
TEST
NO.
T E S T LOCATION
ELEV.
iT.
I
UFT
NO.
FIELD
MOISTURE
IN-PLACE DENSITY
(LBS./CU. FT.1
COMPACTION
WET I DRY I
9-16-8
Lot 7, Blk. 611
Grade
11.0
116.91
105.3
Lot23, Blk. 611
Lrade
10,6
117.21
Remarks - Tech: J. Cornell
1 Client, Attn: Engr. Dept.
2 Client,Attn: Engr. Dept., 8380 S. Federal Hwy., Port St.Lu 1,�4 11 wl�
1 City of Sebastian, PO Box 127, Sebastian Fla. 32q-98
1 City Engineer Robett Lloyd, P.E., PO Box 127 S bastian 2958
1 Tech.
2 MA [1CS
PITTSBURGH TESTING RY
n E.A COASX
n
DISTRICT MANAGER
�ESTINCI PITTSB, .ZGI" 1 TESTING. LABC ATORY 11 ORM NO. 49 REV.
>y hS Bop Class A
9� ESTABLISHED I881
Z A PITTSBURGH, PA.
r AS A MUTUAL PROTECTION TO CLICNTS, THE PUBLIC AND OURSELVES. ALL REPORT! Order No. MA 3707423
a �y ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS. AND AUTHORIZATION Report No.
iC y�•� �y FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING
PC 1` "?SAND OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. Clients No.
REPORT OF IN-PLACE SOIL DENSITY TESTS
Client Ten ral Development Corporation, 1111 S Raychore Drive, Miami, Elnrirla 33131
Project Sebastian Highlands WR* 3873
Soil Description A) G
-TT0.4
107.2
Max. Dry Dens i
sand and hardpan
B)Grav sand
A) 10.9
lbs./cu. ft. Optimum Moisture B) 11.1 % Method of Test AASHTO T180
DATE OF
TEST
TEST
N0.
TEST LOCATION
ELEV.
FT.
DFT
NO.
FIELD
MOISTURE
IN-PLACE DENSITY
(LBS./CU. FT.I
COMPACTION
WET
0 R Y I
9-23-8�
A
Lot 14 Blk. 609
Grade
110.41
117.4
106.3 I
96.3
B
Lot 2 Blk. 607
Grade
110.81
115.9
104.6 1
97.6
B
Lot 5 Blk. 607
Grade
110.51
1103
B 1
Lot 8 Blk. 607
Grade
11.1
115.4
103.9
96.9
B
Lot 12 Blk. 607 (Grad
110.3-j14.8
B
I Lot 14 Blk. 607
(Grade
11.0
114.1
102.8
95.9
9-25-81
A
Lot 24 Blk. 611
lGradel
110.71
118.4
107
A
Lot 2 Blk. 608
Grade
10.5
116.3
105.3
I 95.4
A
Lot 13 Blk. 609
Grade
11.0
118.3
1106.6
1 96.6
1
Remarks Tech: J. Cornell
1 Client, Attn: En r. Dept.
2 C lent, ttn: ngr. ept., 8380 S. Federal Hwy., Port St. Lucie, Fla. 33452
1 City of Sebastian, PO Box 127, Sebastian, Fla 32958
1 r i tv Fnni neer Rnhai^t I l nvri P F _ _ Pn RnX 1 ?7 . Sebasti an
�w li4 it 11
2 MA v 6 .1981
PITTSBURGH TESTING LABORATORY
. I
DISTRICT MANAGER
tESnN�� PITTSB, .RGH TESTING. LABC ATORY 1� O11
RM NO. a9 REV.
Class A
O y� ESTABLISHED 1881
= PITTSBURGH, PA. Order No. MA 3707
trh AS A MUTUAL PROTECTION TO CLIENTS. THE PUBLIC AND OURSELVES, ALL REPORT! 423
ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS. AND AUTHORIZATION Report No.
'C '14 �� FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING
N�
ASANO� OUR REPORTS 15 RESERVED PENDING OUR WRITTEN APPROVAL. Client's No.
REPORT OF IN-PLACE SOIL DENSITY TESTS
Client General Development Corporation, 1111 S Rayshore Drive, Miami, Enriria 33131
Project Sebastian Highlands WR 3873 ,
Soil Description A'4
107.2
Max. Dry Dens i
sand anO hardpan
B)Gray sand
A 10.9
lbs./cu. ft. Optimum Moisture bl 11.1
% Method of Test AASHTO T180
DArE of
TEST
rEsr
NO.
T E 5 T LOCATION
ELEV.
FT.
UFT I_FIELD
NO.
OISTURE
IN-PLACE DENSITY -
(Les./Cu. FT.1
COM PAG TION
WET DRY
9-23-8�
A
Lot 14 Blk. 609 (Grade
i10.41
117.4
106.3
96.3
B
Lot 2 Blk. 607 1Grade__i10.81
115.9
104.6 (
97.6
B
Lot 5 Blk. 607
Grade
110.5
114.0-
103.1 96.2
B
Lot 8 Blk. 607
Grade
11.1
115.4
i
103.9 96.9
B
( Lot 12 Blk. 607 lGrade
110.3
114 8
i
104.1 97.1
B
1 Lot 14 Blk. 607
(Grade
11.01
114.1
i
102.8 95.9
9-25-8
A
Lot 24 Blk. 611
Grade
k0,71
118.4
i
107.0 96.9
A
Lot 2 Blk. 608
Grade)
10.5
116.3
i
1105.3 95.4
A
Lot 13 Blk. 609
Gradel
111.0
118.3
i
1106.6 96.6
1
1
Remarks Tech: J. Cornell
1 Client, Attn: En r. Dept.
2 Client,Attn: nqr. ept., 8380 S. Federal Hwy., Port St. Lucie, Fla,
2 MA
PITTSBURGH TESTING LABORA ORY
T ENGINEERING
n >�
OISTRICT MANAGER
PITTSE .RGH TESTING LABC ATORY
O 90BLI9H ED 1881
PITTSBURGH,
PA.
Z A9 A MUTUAL PROTECTION TO CLIENTS. THE PUBLIC AND OURSELVES. ALL REPORTS
ty ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS. AND AUTHORIZATION
j ! •.� �y FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING
KFS_ �E.A OUR REPORTS 19 RESERVED PENDING OUR WRITTEN APPROVAL.
REPORT OF 1N -PLACE SOIL DENSITY TESTS
Project Sebastian Highlands wr 3873
FORM NO. 43 REV.
Class I'A"
Order No. MA 3707
Report No.
Client's No.
Lab No: 410
Soil Description Grav sand and hardpan mixture —
Max. Dry Density 110.4 lbs./cu. ft. Optimum Moisture 10.9 o Method of Test AASH(1T-120
BATE OF
TEST
TEST
No.
,- ELEV.:
TEST LOCATION I FT.
LIFT
NO.
FIELD IN-PLACE DENSITY
MOISTURE (L85./CU. FL.) CQM PACTION
WET DRY
9-8 11
Lot
5 Block
613
I
iin
7 I
119 4 1n7 0
97.7
9-8
2
Lot
3 and 4
Block
613
grade
Li -
iiq-n
1 ns;.,?
ag.9 I
9-8
3
Lot
5 and 4
Block
6
9-8
9-8
9-10
14
15
16
Lot
I Lot
I Lot
3 and 2
1 Block
4 and 5
Block
61
Block
611 Lrarie I
r
I
611 nridp
n 9
I
�
in s
,
( 117 4 I
I Iing, aIor,.
117 7 106 2 06 2
9-10
,F77
Lot
5 and 4
Block
604 I
1 n
I11 2
i
117 1 1 IZ,
1112-2 ' 063
9-12
8
ILot 10 Block 616
�rade
9-12
9Lot
9 Block
604
i
r
1
i
Remarks Tech • J Cornell
1 Client, Attn: Engr. Dept.
2 Client, Attn: ngr. Dept., 838 S. FederalHwy., Port i'
1 Citv or Sebastian. PO Box 127. Sebastian. Fla. 32958
1 Citv Enaineer. Robect Llovd. P.E.. PO Box 127, Sebastian, F1iiZllb
M 2 MA MT - 1 1y 1
PITTSBURGH TESTING LABORATORY
LAU COAST ENGINEERING
atkn
DISTRICT MANAGER
�ESTINC� =ORM NO. 43 REV.
s PITTSE .IGH TESTING LABS 'ATORY class I'AII
A % p ESTABLISHED 1881
O
rLv PITTSBURGH, PA.
<
_
AS A MUTUAL PROTECTION TO CLIENT!. THE PUBLIC AND OURSELVES. ALL REPORT! Order No. MA 3707
hARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS. AND AUTHORIZATION Report No.
vC`'L`l�\ FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING
EgSANO�r� OUR REPORT! i! RESERVED PENDING OUR WRITTEN APPROVAL. Client's NO.
REPORT OF IN-PLACE SOIL DENSITY TESTS Lab No: 410
Client Gpn ral DPYPlnpmpnt Corporation, 1111 S Raythorp Drivp, Miami, F1nriria 33131
Project Sebastian Highlands wr 3873
Soil Description
Gray sand
and hardpan
mixture
T E S T LOCATION
ELEV.:
FT.
LIFT
No.
Max. Dry Density
110.4
lbs./cu. ft.
Optimum Moisture 10-Q o Method of Test SHOT -120
DATE OF
TEST
TEST
NO.
T E S T LOCATION
ELEV.:
FT.
LIFT
No.
FIELD IN-PLACE DENSITY -
MOISTURE (LBS./CU. FT.)
COM VAC TION
'NET I 7RY
9-8 I
l l
Lot
5 Block
613
9-8
2
Lot
3 and 4
Block
613
9-8
3
Lot
5 and 4
Block
611 Lirie
1 9 1
117 1;
1 Q5 3 95.4—
9-8
9-8 15
4
I Lot
I Lot
3 and 2
1 Block
Block
611
I
61L
I
I I
I .
I !Q6.
9-10
9-10
6
7
I Lot
ILot
4 and 5
5 and 4
Block
Block
611
604(
�
I 11
1
I ,
ills -2 1 1116.1!96 1
9-12
18
Lot 10 Block 616
a
9-12
9
JLot
9 Block
604
I
I
I
I
Remarks Tech • J Cornell
1 Client, Attn: Engr. Dept.
Client,Attn: Enqr. Dept., 8380 S. Federal Hwy., Port St. Lucie --Ti
I
ti
1 Citv Ennineer. Robect Llovd. P.E.. PO Box 127 Sebastian, FIV&At '`�
,IMIi 2 M - n01 -1" -
PITTSBURGH TESTING LABEM__E�ft4G
1
EW COAST EN
(DISTRICT MANAGER
ssT'"G ,4eo PITTSB� .ZGH TESTING LABC ATORY Class ;ARM NO. 49 REV,
r'9 ESTABLISHED seal
A PITTSBURGH, PA.
<
r
AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OUR9ELVE3, ALL REPORTS Order No. MA 3707
P �y ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS, AND AUTHORIZATION Report No.
�C yLP �y FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARD I NO
QE rE.� OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. Clients NO.
FRSAND
REPORT OF IPI -PLACE SOIL DENSITY TESTS Lab No: 368
Client GPnPral DpypinpmPnt Corporation 1111 S Baythore Drive. Miami, Fl•nrida 33131
Project
Sebastian Highlands VIR 3873
Soil Description Gray sand
Max. Dry Dens ity107.2 lbs./cu. ft. Optimum Moisture 11 • 1 o Method of Test AASIiTO T130
DATE OF
TEST
TEsr
NO.
T E 5 T LOCATION
ELEV.
FT.
I
JMFJIELO
LIFT
0STURE
NO.
IN-PLACE DENSITY
(LBS./CU. FT.)
cOM FACTION
wET DRY
3-7-31
1
Lot 5 alk. 615
Gradel
110.4
114.3
103.5 196.6
Lot 7 Bl k. 615
Grade
1
10.1
113.2
102.8 195.9
Lot 9 alk. 615
Grade
110.5
114.5
102.6 (96.7
Lot 11 al I:. 615 lGradel
1114.0
102.9 196.0
1
1
1
1
1
1
_
1
Remarks Tech: J. Cornell
1 Client, Attn: Engr. Dept.
--2-Client, ttn: ngr, et., 8380 S. Federa Hwy., Port St. Luq*, x:�l r-a33�45-�
1 Tech.
2 MA sEP 1 :&
PITTSBURGH TESTING LABORATORY
EAST COAST ENGINEERING
1
DISTRICT MANAGER
jEST1Ht; ` o pITTS6_ RGH TESTING LAB(-:ATORY class FOR NO. 49 REV.
M1 e4O
+ ESTABLISHED 1881
9
z 9 PITTSBURGH, PA.
Z AS A MUTUAL PROTECTION TO CLIENTS. THE PUBLIC AND OURSELVES, ALL REPORT! Order No. MA -1707
o �y ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS, AND AUTHORIZATION Report No.
Sf. �y FOR PUBLICATION OF STATEMENTS. CONCLUSION! OR EXTRACTS FROM OR REGARDING
'C RE �` OUR REPORT! IS RESERVED PENDING OUR WRITTEN APPROVAL. Client's NO.
'RSA"o` Lab No: 364
REPORT OF IN-PLACE SOIL DENSITY TESTS
Client T neral OPVPlopmpnt Corporation. 1111 S 6aychprp nrivp, Miami, Flnrida13131
Project Sebastian Highlands WR 3873
Soil Description A) Gray sand Q Gray sand u hardpan
A 107.2 11.1
Max. Dry Density B) 109• lbs./cu. ft. Optimum Moisture 11.0 % Method of Test AMHT0 T12n
DATE OF
TEST
TEST
No.
T E S T LOCATION C A T I O N
ELEV.J�IT
FT.O.
FIELD
1,,ISTURE
IN-RLACE DENSITY -
(LBS.ICU. FT.)
COMPACTION
WET DRY
0-3-81 1
B
Road crossing Lot 3 Blk. 612
-2 1
111.01119.5
107.7 (98.1
B
Road crossing Lot 3 Blk. 612
Grade
11.2
118.4
106.4 196.9
3-4-31
B
Lot 1 Blk. 614
Grade
10.7
118.1
106.7 197.2
B
Lot 3 Blk. 614
Grade
110.6
116.1
105.0
195.6
1 B
Lot 6 Blk. 614
Grade
110.91117.2
105.6
196.2
B
Lot 9 Blk. 6141Grade
10.6
116.3
I
105.5 196.2
B
1 Lot 11 Blk. 614
Grade
10.4
116.2
1 105.3 195.9
B
Lot 13 Blk. 614
Grade
110.51117.33
106.6 197.1
-5-01
A
Lot 2 Blk. 615
Grade
10.4
116.7
105.7
98.6
A
Lot 6 Blk. 515
Grade
�10.71115.1
103.9
97.0
El
A
Lot 14 Blk. 605
Grade
�10.1�114.9
104.3
97.3
A
Lot 17 131k. 605
Grade
111.1
115.2
103.7
196.7
-6-81
A
16t 14 Blk. 614
Grade
111.0
116.0
104.5
197.5
A
Lot 13 Qlk. 613
Grade
110.5
115.4
104.4 97.4
3-7-1
A
Lot 6 Blk.-611
Grade
10.9
1114.3
103.0 96.1
Remarks Tech • J Cornel l _
1 Client, Attn: Engr. Dept.
2 Cllent,Attn: Engr. Dept., 8380 S. Federal Hwy., Port St. L :Z '. 7r33
1 City of Sebastian PO Box 127, Sebastian. Fla. 32958
1 City Engineer Robett Lloyd, P E PO Box 127, Sebastian, F g'. 32958
1 Tech - SEP
V L 1
2 MA
PITTSBURG#TE*TJ� (C
DISTRICT MANAGER
GESTIN'is(, fo o PITTSB RGH TESTING LABC ATORY Class ;A11 Np. 49 REV.
,s 9
ESTABLISHED 1881
� 9a
Z PITTSBURGH. PA.
'< Order No. MA 3707
r AS A MUTUAL PROTECTION TO CLIENTS. THE PUBLIC AND OURSELVES. ALL REPORT! P 360
�y ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS. AND AUTHORIZATION Report No.
E� �h FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING
OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. Client's No.
RSANOL _
REPORT OF IN-PLACE SOIL DENSITY TESTS
Client GPn ral nPvPlopmPnt Corporation, 1111 S_ RaychorP Drive, Miami, E1nrirla 3-1131
Project Sebastian Highlands INR 3373
Soil Description
Gray sand & hardpan
Max. Dry Density 109.8 lbs./cu. ft. Optimum Moisture 11.0 % Method of Test AASHTO T130
DATE OF
TEST
TEST
No.
ELEV.
T E S T LOCATION FT.
UFT
N0.
MOI TORE
IN_PILBSC CUD. FT SITY
t.
COMPACTION
wET
DRY
7-29-31
Lot 6 Blk. 603 lGrade
Lot 1 81k. 603
110.7
118.5
107.0 197
Grade
10.3
115.6
104.8
5
Lot 7 Blk. 612
Grade
10.4
117.7
106.6
97.1
7-31-3
Road crossing Lot 2, Blk. 630 1
-2
9.9
116.3
106.3 196.8
0-1-81
Road crossing Lot 2, Blk. 630
Grade
0 7
119
103 398.6
Lot 14 Blk. 604
Gradel
110.3
119.0
107.4
1 97.3
Lot 11 Blk. 605
Grade
111.03
q
107-1
97.6
Lot 3 Blk. 605
Gradel
10.5
117.4
( 106.2
1 96.3
Lot 3 Blk. 605
Grade
10.2
116.9
106.2
96.7
Lot 1 Blk. 605
Grade
9.3
117.1
106.6
197.1
Lot 3 Blk. 612
(Grade)
111.0
120.3
108.4
98.3
Remarks Tech: J. Cornell
1 Client, Attn: Engr. Dept.
2 C lent, ttn: ngr. Dept., 83 0 S. Federal Hwy., Port St. Lucie, Fla.
1 Citv of Sebastian. PO Box 127, Sebastian. Fla, 32958 T_ipa�;
1 Tech
2 MA
btr
PITTSBURGH TESTING LABORATORY
(QST E,,G,,,EEPlNG
DISTRICT MANAGER
;£51NG f o PITTSBI, .RGH TESTING LABC ATORY class "ARM NO. <g REV.
'.,So
S 4e
9f ESTABLISHED I881
0
Z PITTSBURGH, PA.
i
AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVEl, ALL REPORTS Order No. MA 3707
yARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS, AND AUTHORIZATION Report No.
FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARD NG
AS ANO OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. Clients NO.
L
REPORT OF IN-PLACE SOIL DENSITY TESTS Lab rlo: 363
Client GPnPral Development Corporation, 1111 S Baysbare Drive, Miami, Enrida 13131
Project
Sebastian Highlands WR 3873
Soil Description Gray sand
Max. Dry Dens ity107.2 lbs./cu. ft. Optimum Moisture 11 • 1 ,, Method of Test AASliT0 T130
GATE OF
TEST
TEST
NO.
T E S T LOCATION
ELEV.
FT.
LIFT
NO.
FIELD
MOISTURE
IN-PLACE DENSITY
(LBS./CU. FT.)
COMPACTION
WET DRY
3-7-31I
I
Lot 5 alk. 615 (Grade
110.4
114.3 1103.5
196.6
Lot 7 alk. 615 1Gradel
110.1
113.2
102.8 195.9
Lot 9 alk. 615 (Grade
110.51
114.5
102.6 196.7
Lot 11 B1 I:. 615 lGrade
1
10, UQ
1 14.0
102.9 196.0
I
Remarks Tech: J. Cornell
1 Client, Attn: Engr. Dept.
2 Client,Attn: Engr. Dept., 8380 S. Federal Hwy., Port St. Lucite
1 Tech
2 MA
PITTSBURGH TESTING LABORATORY
FAST COAST ENGINEERING
DISTRICT MANAGER
Estr"G ` o PITTSB` .RGH TESTING LABC ATORY class ARM NO. A3 REV.
9 ESTABLISHED IBB/
o9s PITTSBURGH. PA.
r A3 A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORT! order No. MA 37n7
'may ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS. ANO AUTHORIZATION Report No.
'C qE''E tT\y FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING
OUR REPORT! IS RESERVED PENDING OUR WRITTEN APPROVAL. Clients No.
ASAr+o� Lab Ido: 364
REPORT OF IN-PLACE SOIL DENSITY TESTS
Client General QPvPlnpmPnt Corporation, 1111 6aychnrQ nrive, Miami, El,nrida 31111
Project
Sebastian Highlands !•!R 3373
Soil Description A) Gra
A 107.2
Max. Dry Dens ity B 109.8
sand
B) Gr
i sand & hart
ELEV. UFT IN-PLACE DENSITY
DATE OF TEST
11.1
lbs./cu. ft. Optimum Moisture 11 .0 o Method of Test ^ASHTn Ti Rn
TEST
.07
T E S T L O C A T I O N
FT.
JMFIELO
OISTUREJ(LBS./CU.
NO.
FT.)
COMPACTION
WET I DRY
3-3-81
B 1
Road crossing Lot 3 Blk. 612
-2 (
111.01119.5
1
107.7 (98.1
B
Road crossing Lot 3. Blk. 612 (Grade)
ill
. 2
118.4
106.4 196.9
8-4-31
B
Lot 1 Blk. 614
Grade
110.7
118.1
106.7 197.2
B
Lot 3 Blk. 614
1 Grade
10.6
116.1 1
195.0 195.6
B
Lot 6 Blk. 614
Grade
110.91117.2
105.6
96.2
B
Lot 9 Blk. 614
(Grade
110.6
116.3
( 105.6
1016.2
P,
1 Lot 11 Elk. 614
Grade
110.41116.2
105.3
95.9
B
Lot 13 131k. 614
(Grade)
110.51117.un
106.6
I
97.1
-5-31
A
Lot 2 Blk. 615
Grade)
10.4
116.7
105.7
198.6
A
Lot 6 Blk. 615
Grade
110.7
115.1
103.9
I
197.0
A
1Lot 14 Blk. 605
Grade
110.11114.9
104.3
97.3
A
Lot 17 61k. 605
Grade
11.11115.2
103.7
96.7
-6-81
A
b t 14 B1 k. 614
Grade
11.0
116.0
104.5
97.5
A
JLot 13 Blk.' 613
Grade
10.5
115.4
1 104.4
97.4
-7-81
A
JLot 6 Blk. 611
Grade
10.9
114.3
1103.0
196.1
Remarks Tech: J. Cornell
1 Client, Attn: Engr. Dept.
2 Client, ttn: nqr. Dept.,_8380 S. Federal Hwy., Port St. Lucien *n
Ft
1 Tech.
PITTSBURGH TESTING LABORATORY
FAST COAST ENGINEERING
DISTRICT MANAGER
�fSTINQ f o pITTSBI :GH TESTING. LABO STORY class FORM NO. 43 REV.
S ^So O A
�9
O y� ESTABLISHED IBBI
PITTSBURGH, PA.
< Order No. MA 3707
P
AS A MUTUAL PROTECTION TO CLIENTS. THE PUBLIC AND OURSELVES, ALL REPORTS 360 by ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS. AND AUTHORIZATION Report NO.
iC qL' �y FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARD INO
PC �E.� OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. Client's NO.
gSANOL
REPORT OF IN-PLACE SOIL DENSITY TESTS
Client General Development Corporation, 1111 S Bayshnre nrive, Miami, Florida 33131
Project Sebastian Highlands !dR 3373
Soil Description Gray sand & hardpan
Max. Dry Density 109.8 lbs./cu. ft. Optimum Moisture 11.0 o Method of Test AASHTO T130
DATE OF
TEST
TEST
NO.
T E S T LOC AT I ON
ELEV.
FT.
LIFT
N0.
FIELD
MOISTURE
IN-PLACE DENSITY
(LBS./CU. FT.)
T.
COMPACTION
WET
DRY
7-29-3
Lot 6 _ Blk. 603 I
Lot 1 81k. 603
Grad
110.7
118.5
107.0 (
97.5
Grade
1
10.30
15.6
104.8 1
5 4
Lot 7 Blk. 612
Grade
1
10.4
117.7
106.6
97.1
7-31-3
Road crossing Lot 2, Blk. 630 1-2
1T
9.9
116.3
106.3
196.8
8-1-81
Road crossing Lot 2, Blk. 630 1Grade
10 7
119
103
1
Lot 14 Blk. 604
lGradel
110.31119.0
107.4
97.3
Lot 11 Blk. 605
Grade
111.01113.9
107.1
I97.6
Lot 3 Blk. 605
Grade
110.5
117.4
106.2
96.3
Lot 3 Blk. 605
Grade
110.2
116.9
106.2
196.7
Lot 1 Blk. 605
Grade
9.3
117.1
106.6
197.1
7
Lot 3 Blk. 612
Grade)
111.0
120.3
100.4
1 98.3
Remarks Tech: J. Cornell
1 Client, Attn: Engr. Dept.
2 Client, ttn: ngr. Dept., 8380 S. Federal Hwy., Port St. Lucie, Fla. 33452
1 City Engineer, Robett Lloyd, P E , PO Box 127 Sebastian, Fla:' r- ~ Lam! aI
1 Tech.
2 MA
PITTSBURGH TESTING LABORATORY
DISTRICT MANAGER