HomeMy WebLinkAboutCOMPACTION TESTS (3)l� ederal
Ongineering
®Oesting, Inc.
Phone: 954-784-2941
E-Fax- 954-784-7875
admtn@fed%ng,com
_.. www.fed-eng.com
Field Density Tests of Compacted
LN
Project: Pro osed Residence
Soils Method D-6938
Address: 5350 Slash Pine Trail, Fort Pierce, FL 34951
Date:
July 31, 2020
Area Tested: Building Pad - Retest
Order #:
20CMT2337
Material Type: Clayey Brown Sand with Shell &Rock
Permit #:
2q� - po��
Tech:
OE
Company: Groza Builders, Inc.
Address: 511 SW Port St. Lucie Blvd.
Port St. Lucie, FL 34953
Compaction Req.:
95°/p
Proctor Method-
ASTM n_15F7
I esi
#
1
2
3
4
5
6
TEST LOCATION
SE Corner of Buildin Pad
Center of Buildin Pad
NW Corner of Buildin Pad
SW Corner of Buildin Pad
Probe
Depth
12"
12"
12"
12"
Elev.
FL
FL
FL
FL
Moist
%Density
9.8
12.3
10.8
12.0
Dry
PCF
117.8
114.1
120.3
114.3
Proctor
Value
PCF
118.0
118.0
118.0
118.0
Optimum
Moisture
Compaction
-
Pass
10.0
99.8%
Yes
10.0
96.7%
Yes
10.0
101.9%
Yes
10.0
96.9%
Yes
7
8
9
10
11
12
13
14
Remarks �aa Ro a etas ro-
--- Zr — ---al Imormation 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:
PR = Proofroll 1,2,3 = 1st, 2nd, 3rd Lift Submitted by:----1��,�� C.._._
SL = Sprin de FL =Final Lift Keith LeBlanc, P.E.
SG = SubgraradBG = Below Grade
Federal Engineering &Testing, Irrc% �
BC = Basecourse BOF = Bottom of Footing Florida Reg. No. 59394
TOP = Top of Pipe FG = Finished Grade
As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential Certificate of Authorization #5471
conclusions or extracts from or regarding our reports is reserved pending our written approval. A density testptlePermyinefsethe degree of lients, -i authorization
thor publication
lasted layer t tmaterial
only. A density does not replace a soil bearing capacity determination. These density tests do not certify the underlying soil material- heluw 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 support the pro; osed 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 suitability cf the underlying
SOH to support the proposed structure. After laying dormant for a period of 90 days or after heavy rain/storms, retesting must be performed on 11,ls wrrk.
PAGE 1 of 2
Oederal
WOQ ngineering
esting, Inc
Field Density Tests of Compacted Soils Method D-6938
Phone: 954.784-2941
E-Fax: 954-784-7875
admin@fed-eng.com
www.fed-eng.corn
Project: Proposed Residence Date: August 5, 2020
Address: 5350 Slash Pine Trail, Fort Pierce, FL 34951 Order #: 20CMT2390
Area Tested: Building Pad Permit #: 2001 - O2
Material Type: Clayey Brown Sand with Shell & Rock 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
De th
p
Elev.
Moist
�
Dry
Density
PCF
Proctor
Value
PCF
Optimum
Moisture
%
Compaction
Pass
1
NW Corner of Pad
12"
2L
15.6
112.2
118.0
10.0
95.1 %
Yes
2
NE Corner of Pad
12"
2L
7.9
120.1
118.0
10.0
101.8%
Yes
3
SE Corner of Pad
12"
2L
10.4
121.4
118.0
10.0
102.9%
Yes
4
SW Corner of Pad
12"
2L
16.8
112.3
118.0
10.0
95.2%
Yes
5
6
7
8
9
10
11
12
13
14
o,.......i—
.. _ _ _.. .- - - -- -
Legend for Elf
PR = Proofroll
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. 59294
TOP = Top of Pipe FG = Finished Grade Certificate of Authorization #547'
Asa 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 cf compaction 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 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 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 suitability cf the uVedying
soil to support the proposed structure. After laying dormant fora period of 90 days or after heavy rain/storms, retesting must be performed on this work.
PAGE 1 of 2
OQ ederal
Phone:954-784-2941
Q ngineering
E-Fax: 954-784-7875
admin@fed-eng.com
®OQ esting, Inc.
www.fed-eng.com
Field Density Tests of Compacted Soils Method D-6938
Project: Proposed Residence Date: September 1, 2020
Address: 5350 Slash Pine Trail, Fort Pierce, FL 34951 Order #: 200O2712
Area Tested: Building Pad Permit #: Zoo\ - Vol Ill
Material Type: Clayey Brown Sand with Shell & Rock Tech: CJ
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
Dry
Density
PCF
Proctor
Value
PCF
Optimum
Moisture
%
Compaction
Pass
1
NW Corner of Pad
12"
FL
10.9
103.2
118.0
10.0
87.5%
No
2
NE Corner of Pad
12"
FL
13.6
98.9
118.0
10.0
83.8%
No
3
SE Corner of Pad
12"
FL
9.2
105.6
118.0
10.0
89.5%
No
4
SW Corner of Pad
12"
FL
8.7
104.9
118.0
10.0
88.9%
No
5
6
7
8
9
10
11
12
13
14
Remarks: See Reverse Side (Page 2 of 2) for Additional Information for Disclaimer
I ms Is a compaction I est only on the top 12" of the pad and is not a verification of Soil Bearing
Capacity.
Legend for Elevation:
PR = Proofroll 1,2,3 = 1 st, 2nd, 3rd Lift Submitted by:
SL = Springline FL = Final Lift Keith LeBlanc, P.E. s��
SG = Subgrade BG = Below Grade Federal Engineering & Testing, Inc.' / v
BC = Basecourse BOF = Bottom of Footing Florida Reg. No. 59394
TOP = Top of Pipe FG = Finished Grade Certificate of Authorization 95471
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 layer of material
only. A density does not replace a soil bearing capacity determination. These density tests do not certify the underlying soil materials beiow the proposed strucure. 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 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 wmivate the suitability of the underlying
soil to support the proposed structure. After laying dormant fora period of 9g days or after heavy rain/storms, retesting must be performed on this work..
PAGE 1 of 2