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Phone: 954-784-2941
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E-Fax: 954-784-7875
admin@fed-eng.com
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& esting, Inc. _
www.fed-eng.com
Field Density Tests of Compacted Soils Method D-6938
Project: Proposed Residence
Date:
May 15, 2020
Address: 12445 Lear Place, Port St. Lucie, FL 34987
Order #:
20CMT1520
Area Tested: Building Pad
Permit #:
&. - t)Ni _
Material Type: Light Brown Sand with Shell & Clay
Tech:
MH
Company: Groza Builders, Inc.
Address: 511 SW Port St. Lucie Blvd.
Compaction Req.:
95%
Port St. Lucie, FL 34953
Proctor Method:
ASTM D-1557
Test
#
TEST LOCATION
Probe
Depth
Elev.
Moist
o
�0
Dry
Density
PCF
Proctor
Value
PCF
Optimum
Moisture
%
Compaction
Pass
1
NW Corner of Pad
12"
1 L
8.9
108.8
110.0
11.0
98.9%
Yes
2
NE Corner of Pad
12"
1 L
6.4
109.1
110.0
11.0
99.2%
Yes
3 ISE
Corner of Pad
12"
1 L
8.1
107.4
110.0
11.0
97.6%
Yes
4
SW Corner of Pad
12"
1 L
7.9
108.1
110.0
11.0
98.3%
Yes
5
6
7
8
9
10
11
12
13
14
Remarks: See Reverse Side (Page 2 of 2) for Additional Information for Disclaimer
This is a Compaction Test only on the top 12" of the pad and is not a verification of Soil Bearing Capacity.
Legend for Elevation:
1st
PR Proofroll 1,2,3 = , 2nd 3rd Lift Submitted by:
-
SL = Springline FL = Final Lift Keith LeBlanc, P.E.
SG = Subgrade BG = Below Grade Federal Engineering & Testing, inc.
BC = Basecourse BOF = Bottom of Footing Florida Reg. No. 593.94
TOP = Top of Pipe FG = Finished Grade Certificate.of Authorization #5471
As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients., and authorizatlon for. pl, biication of statements,
conclusions or extracts from or regarding our reports is reserved pending our written approval. A density test determines the degree cf compaction of the tested laVar of material
only. A density does not replace a soil bearing capacity determination. These density tests do not certify the underlying soil materials Below the proposed structure. The results do
not preclude or guarantee that future settlement and cracking will not occur. A soil boring test is required to certify that the undeqoq, soils will-IFlupp, it'tha pr posed structure
without settlement. If no soil borings have been performed to verify the underlying soils, we recommend that soil borings be performad to,evaluata the suitab4 y'of zhe underlying
soil to support the proposed structure. After laying dormant for a period of 90 days or after heavy rain/storms, retesting must be performed on this vrork.
PAGE 1 of 2
(� ederal Phone: 954-784-2941
E-Fax: 954-784-7875
admresting,
gineering www.fef -eng.com
www.fed-eng.com
Inc. _ F
Field Density Tests of Compacted Soils Method D-6938
Project: Proposed Residence Date: May 19, 2020
Address: 12445 Lear Place, Port St. Lucie, FL 34987 Order #: 20CMT1551
Area Tested: Building Pad Permit #: �. _
Material Type: Light Brown Sand with Shell & Clay Tech: MH
Company: Groza Builders, Inc.
Address:
511 SW Port St. Lucie Blvd.
PnrtSt I uciP_ FL 34953
Compaction Req.:
Proctor Method:
95%
ASTM D-1557
Test
#
TEST LOCATION
SW Corner of Pad
SE Corner of Pad
NW Corner of Pad
E Corner of Pad
Probe
Depth
Elev.
Moist
°
�0
Dry
Density
PCF
Proctor
Value
PCF
Optimum
Moisture
%
Compaction
Pass
1
12"
2L
15.6
108.4
110.0
11.0
98.5%
Yes
2
12"
2L
20.4
110.6
110.0
11.0
100.5%
Yes
3
12"
2L
16.9
107.9
110.0
11.0
98.1 %
Yes
4 IN
12"
2L
24.3
109.9
110.0
11.0
99.9%
Yes
5
6
7
8
9
10
11
12
13
14
Remarks: See Reverse Side (Page 2 of 2) for Additional Information for Disclaimer
This is a Compaction Test only on the top 12" of the pad and is not a verification of Soil Bearing Capacity.
O '
Legend for Elevation:
Leg -
PR = Proofroll 1,2,3 - 1st, 2nd, 3rd Lift Submitted by:�
SL = S rin line FL = Final Lift Keith LeBlanc, P.E.-M� �r
p g �t'n
SG - Subgrade BG = Below Grade Federal Engineering & Tee t g, I�tr.
BC = Basecourse BOF = Bottom of Footing Florida Reg. No. 59394
TOP = Top of Pipe FG = Finished Grade Certificate of Authorization 5471
As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements,
conclusions or extracts from or regarding our reports is reserved pending our written approval. A density test determines the degree of wmpaction of the tested, layer of material
only. A density does not replace a soil bearing capacity determination. These density tests do not certify the underlying soil materials below tho proposed structure. The *psults do
not preclude or guarantee that future settlement and cracking will not occur. A soil boring test is required to certify that the underlying soils will,"support the proposed, structure
without settlement. If no soil borings have been performed to verify the underlying soils, we recommend that soil borings be performed to evaluate the suitiabilii of the underlying
soil to support the proposed structure. After laying dormant for a period of 90 days or after heavy rain/storms, retesting must be performed on this work.
PAGE 1 of 2
,*edera� Phone: 954-784-2941
",E-Fax: 954-784-7875
*%esting,
i ne+eri ng admin@fed-eng.com
www.fed-eng.com
Inc. .. ...
Field Density Tests of Compacted Soils Method D-6938
Project: Proposed Residence Date: June 10, 2020
Address: 12445 Lear Place, Port St. Lucie, FL 34987 Order #: 20CMT1745
Area Tested: Building Pad Permit #: WW- - fD
Material Type: Light Brown Sand with Shell & Clay Tech: MH
Company: Groza Builders, Inc.
Address: 511 SW Port St. Lucie Blvd. Compaction Req.: 95%
Port St. Lucie, FL 34953 Proctor Method: ASTM D-1557
Test
#
TEST LOCATION
Probe
Depth
p
Elev.
Moist
°
�0
Dry
Density
PCF
Proctor
Value
PCF
Optimum
Moisture
%
Compaction
Pass
1
NE Corner of Pad
12"
3L
8.9
111.1
110.0
11.0
101.0%
Yes
2
NW Corner of Pad
12"
3L
10.4
110.4
110.0
11.0
100.4%
Yes
3 ISE
Corner of Pad
12"
3L
11.5 1
113.5
110.0
11.0
103.2%
Yes
4
SW Corner of Pad
12"
3L
15.6
114.2
110.0
11.0
103.8%
Yes
5
6
7
8
9
10
11
12
13
14
Remarks: See Reverse Side (Page 2 of 2) for Additional Information for Disclaimer
This is a Compaction Test only on the top 12" of the pad and is not a verification of Soil Bearing Capacity.
Legend for Elevation:
i
PR Proofroll 1,2,3 = 1st, 2nd, 3rd Lift Submitted by: - -
SL = Springline FL = Final Lift Keith LeBlanc, P:E.
SG = Subgrade BG = Below Grade Federal Engineering .& T6sting, Ine.
BC = Basecourse BOF = Bottom of Footing Florida Reg. No. 5.9394
TOP = Top of Pipe FG = Finished Grade Certificate of Authorization #5471
As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements,
conclusions or extracts from or regarding our reports is reserved pending our written approval. A density test determines the degree of compactir h ofthe tested layer of material
only. A density does not replace a soil bearing capacity determination. These density tests do not certify the underlying soil materials.beicv the proposed structure. The results do
not preclude or guarantee that future settlement and cracking will not occur. A soil boring test is required to certify that the underlying soils will uppart the proposed structure
without settlement. If no soil borings have been performed to verify the underlying soils, we recommend that soil borings be performed fie evstuate the suitahil;ty \f tine underlying
soil to support the proposed structure. After laying dormant for a period of 90 days or after heavy rain/storms, retesting must be performed on,thls
PAGE 1 of 2
ederal Phone: 954-784-2941
E-Fax: 954-784-7875
ng i neeri n g admin@fed-eng.com
www.fed-eng.com
Field Density Tests of Compacted Soils Method D-6938
Project: Proposed Residence Date:
Address: 12445 Lear Place, Port St. Lucie, FL 34987 Order #:
Area Tested: Building Pad Permit #:
Material Type: Light Brown Sand with Shell & Clay Tech:
Company: Groza Builders, Inc.
Address: 511 SW Port St. Lucie Blvd. Compaction Req.:
Port St. Lucie, FL 34953
Proctor Method:
June 16, 2020
20CMT1808
ate.- N4
TS
95%
ASTM D-1557
Test
#
TEST LOCATION
Probe
Depth
Elev.
Moist
%
Dry
Density
PCF
Proctor
Value
PCF
Optimum
Moisture
%
Compaction
Pass
1
NW Corner of Building Pad
12"
FL
9.8
1 114.6
110.0
11.0
104.2%
Yes
2
NE Corner of Building Pad
12"
FL
9.6
113.8
110.0
11.0
103.5%
Yes
3
SW Corner of Building Pad
12"
FL
10.0
113.7
110.0
11.0
103.4%
Yes
4
SE Corner of Building Pad
12"
FL
10.7
113.8
110.0
11.0
103.5%
Yes
5
6
7
8
9
10
12
13
14
Remarks: See Reverse Side (Page 2 of 2) for Additional Information for Disclaimer
This is a Compaction Test only on the top 12" of the pad and is not a verification of Soil Bearing Capacity.
r ,
Legend for Elevation: -
PR = Pr fr I 1 2 - 2 r Li Submitted
00 0l ,3 1st, nd, 3 d Lift = , .::. � b tted by.
SL = Springline FL = Final Lift Keith LeBlanc, P.E. I ;,/�s/2.,,
SG = Subgrade BG = Below Grade Federal Engineering & Testing, Inc.
BC = Basecourse BOF = Bottom of Footing Florida Reg. No. 59394
TOP = Top of Pipe FG = Finished Grade Certificate.of Authorization #5471_
As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements,
conclusions or extracts from or regarding our reports is reserved pending our written approval. A density test determines the degree of compaction of the tested Iyer of material
only. A density does not replace a soil bearing capacity determination. These density tests do not certify the underlying soil"materials below the proposed strUdire. The results do
not preclude or guarantee that future settlement and cracking will not occur. A soil boring test is required to certify that the underlying sails will support the proposed structure
without settlement. If no soil borings have been performed to verify the underlying soils, we recommend that soil borings be performed td evaluate the suit6bllity of the underlying
soil to support the proposed structure. After laying dormant for a period of 90 days or after heavy rain/storms, retesting must be performed on this work`,
PAGE 1 of 2