HomeMy WebLinkAboutCOMPACTION TEST (LIFT 2)Oederal
.0ngineering
®Oesting, Inc.
Field Density Tests of Compacted Soils Method D-6938
Project: Proposed Single Family Home
Address: 5804 Raintree Trail, Fort Pierce, FL 34982
Area Tested:
Material Type:
Building Pad
n-1, Drn n Canrl
Company: Groza Builders, Inc.
Address: 1332 Biltmore Street
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Phone: 954-784-2941
E-Fax: 954-784-7875
admin@fed-eng.com
www.fed-eng.com
1 ..
Date: January 12, 2022
Order #: 22CMT0131
Permit #: -
Tech: TS
Compaction Req.:
Proctor Method:
98%
ASTM D-1557
Test
#
1'UIL Jl. Lui,1c,
TEST LOCATION
Probe
Depth
Elev.
Moist
�0
Dry
Density
PCF
Proctor
Value
PCF
Optimum
Moisture
%
Compaction
Pass
12"
2L
3
519.1]::105.5
108.6
102.0
12.0
106.5%
Yes
1
NW Corner of BuildingPad
12"
2L
102.0
12.0
103.4%
Yes
2
NE Corner of BuildingPad
12"
2L
8.6
107.0
102.0
12.0
104.9%
Yes
3
Center of Building Pad
12"
2L
8.7
109.8
102.0
12.0
107.6%
Yes
4
SW Corner of Building Pad
12"
3L
9.0
106.1
102.0
12.0
104.0%
Yes
5
NW Corner of Building Pad
6
Center of Building Pad
SW Corner of Building Pad
SE Corner of Building Pad
NE Corner of Building Pad
Center of BuildingPad
SW Corner of BuildingPad
12"
3L
8.9
106.4
102.0
12.0
104.3%
Yes
7
12"
12"
12"
3L
3L
4L
3.7
4.9
108.5
105.1
106.4
102.0
102.0
102.0
12.0
12.0
12.0
106.4%
103.0%
104.3%
Yes
Yes
Yes
8
9
10
12"
4L
104.7
102.0
12.0
102.6%
Yes
11
12"
4L
f87
102.9
102.0
12.0
100.9%
Yes
12
ISE Corner of BuildingPad
12"
4L
105.8
102.0
12.0
103.7%
Yes
13
NW Corner of Buildin Pad
12"
5L
103.7
102.0
12.0
101.7%
Yes
14
Center of BuildingPad
12"
5L
6.5
103.6
102.0
12.0
101.6%
Yes
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/footing and is not a verification of Soil Bearing Capacity.
Legend for Elevation: Submitted b: /�Z
PR = Proofroll 1,2,3 = 1st, 2nd, 3rd Lift y
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. 59394
TOP = Top of Pipe FG = Finished Grade Certificate cf Authorizaticn #547 ,
As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for oublication 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 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 tc evaluaha the s,iitabiiity of ti;e 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 o1, this work.
PAGE 1 of 2
0'ederal
ngineering
®0esting, Inc.
Field Density Tests of Compacted Soils Method D-6938
Project: Proposed Single Family Home Date:
Address: 5804 Raintree Trail, Fort Pierce, FL 34982 Order #:
Area Tested: Buildinq Pad Permit #:
Material Type
Dark Brown Sand
Company: Groza Builders, Inc.
Address: 1332 Biltmore Street
Port St. Lucie, FL 34983
Tech:
Compaction Req.:
Proctor Method:
Phone: 954-784-2941
E-Fax: 954-784-7875
admin@fed-eng.com
www.fed-eng.com
3370 :..
January 12, 2022
22CMT0131
TS
98%
ASTM D-1557
Test
#
TEST LOCATION
Probe
Depth
Elev.
Moist
%
Dry
Density
PCF
Proctor
Value
PCF
Optimum
Moisture
%
Compaction
Pass
15
SE Corner of Building Pad
12"
5L
6.9
103.0
102.0
12.0
101.0%
Yes
16
17
18
19
20
21
22
23
24
25
26
27
28
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/footing and is not a verification of Soil Bearing Capacity.
Legend for Elevation:
PR = Proofroll 1,23 = 1st, 2nd, 3rd Lift Submitted by:
SL = Springline FL = Final Lift Keith LeBlanc, P.E. ;/, yi?✓
SG = Subgrade BG = Below Grade Federal Engineering 8. ?esting, Inca
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 p.lblica!ion of statements,
conclusions or extracts from or regarding our reports is reserved pending our written approval. A density test determines the degree of compaciion 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 sUPD�rt [h propos�d 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 m 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