HomeMy WebLinkAboutA.M.ENGINEERING - TESTING PAPERWORKA. M. ENGINEERING AND TESTING, INC.
590 N.W. MERCANTILE PLACE
PORT ST. LUCIE, FLORIDA 34986
LOCAL OFFICE: (772) 924-3575 FAx: (772) 924-3580
REPORT OF STEM WALL BACKFILL COMPACTION
Client: Izzo Builders, Inc.
1338 Southwest Biltmore Street
Port St. Lucie, Florida 34983
Site: 703 Northeast Ramie Court
Port St. Lucie, St. Lucie County, Florida
Stem Wall Backfill (Slab Area)
SCANNED
BY
St I I Iris rni mtv
Report Date: October 15, 2007
Project No: 07-1567
Lab No:
Permit No:
Density tests and Hand Cone Penetrometer (HCP) readings were made in the stem wall backfill (slab area)
to a depth of one foot at a minimum of three locations. Density tests were performed in the upper one foot
of fill. HCP readings were.taken in hand auger boreholes at one foot intervals from slab grade through the
depth of fill. At the time of our testing no information was available regarding the foundation setbacks.
The density tests were performed in general compliance with ASTM D 2922. The HCP test, in conjunction
with information about the soil type, is empirically correlated to the relative density of subsurface soils.
Density
Test No.
Date
Tested
Location
Elevation
feet
Dry Density s
Percent
Com action
In Place
Proctor
1
10/15/07
Northeast Comer
0-1
1
108.6
113.4
95.8
2
Center Area
0-1
109.4
113.4
96.5
3
Southwest Comer
0-1
109.3
113.4
964 _
Ali elevations are below slab grade.
In the locations and depths that were tested, the stem wall backfill (slab area) has been compacted to a
minimum of 95 percent of the modified Proctor maximum dry density (ASTM D 1557).
Distribution:
Client - 3
SLC B g. e t. -
D W NUjs
Submitted by:
A. M. ENGINEERING ND TESTING, INC.
�i, 71 i' 7
on Id W. Moler, P.E.
Florida Registration No. 60675
IlServer-amelcompanylC.O.D. JobsU=o Builders. A607-1567 - 703 NE Ramie Court, PSL -Stem wall BF.doc
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A. M. ENGINEERING AND I1,STING9 INC.
590 N.W. MERCANTILE PLACE
PORT ST. LUCIE, FLORIDA 34986 �
LOCAL OFFICE: (772) 924-3575 FAx: (772) 92I -350C E+ IVE
I AUG ;1U 2007
�
REPORT OF STEM WALL
Client: Izzo Builders, Inc.
1338 Southwest Moore Street
Port St. Lucie, Florida 34983
Site: 703 Northeast Ramie Court
Port St. Lucie, St. Lucie County, Florida
Stem Wall Footing
COMPACTION
St. Lucie County
Report Date: August 27, 2007
Project No: ----
Report No: 07-1476
Permit No: 0703-0014
Density tests and Hand Cone Penetrometer (HCP) readings were made below footing grade to a depth of
one foot at a minimum of three locations. At the time of our testing no information was available regarding
the foundation setbacks. The density tests were performed in general compliance with ASTM D 2922. The
HCP test, in conjunction with information about the soil type, is empirically correlated to the relative density,
of subsurface soils. z
Density
Test No.
Date
Tested
Location
Elevation
(feet)
Dry Density ct)
Percent
Compaction
In Place
Proctor
1
8/24/07
North Footing, Center
0-1
109.5
113.5
96.5
2
Fast Footing, Center
0-1.
110.6
113.5
97.4
3
South Footing, Center
0-1
109.1
113.5
96.1
4
West Footing, Center
0-1
111.1
113.5
97.9
* All elevations are below bottom of footing. ?
In the locations and depths that were tested, the soil beneath the footings has been compacted to a minimum
of 95 percent of the modified Proctor maximum dry density (ASTM D 1557).
Additional compaction tests are required for the stem wall backfill beneath the slab.
a
Distribution:
Client (3)
SLC Bldg. Dept. (1)
PCM/ah
Reviewed by:
A. M. ENGINEERING AND TESTING, INC.
1? )']/D7
Paul C. Martin, P:E.' '
Florida Registration No. 65051
Inrver-amelcompanylCO.D. JobsUzzo Builders, Inc107-1476- 703 NERamie Court, PSL -Stem wall footing.doc
• r
A. M. ENGINEERING AND TESTIING,,INC.
590 N.W. MERCANTILE PLACE
PORT ST. LUCIE, FLORIDA 34986
LOCAL OFFICE: (772) 924-3575 FAx: (772) 92 S -C F��jE
AUG 2 7 2007
REPORT OF STEM WALL FOOTING COMPACTION
Client: Ino Builders, Inc. Report Date: August 27, 2007
1338 Southwest Moore Street Project No: ----
Port St. Lucie, Florida 34983 Report No: 07-] 476
Site: 703 Northeast Ramie Court Permit No: 703 0 A
Port St. Lucie, St. Lucie County, Florida
Stem Wall Footing
Density tests and Hand Cone Penetrometer (HCP) readings were made below footing grade to a depth of
one foot at a minimum of three locations. At the time of our testing no information was available regarding
the foundation setbacks. The density tests were performed in general compliance with ASTM D 2922. The
HCP test, in conjunction with information about the soil type, is empirically correlated to the relative density
of subsurface soils.
Density
Test No.
Date
Tested
Location
Elevation
(feet)
D Density.(pcf)
Percent
Compaction
In Place
I Proctor
1
8/24/07
North Footing, Center
0-1
109.5
113.5
96.5
2
East Footing, Center
0-1
110.6
113.5
97.4
3
South Footing, Center
0-1
109.1
113.5
96.1
4
West Footing, Center
0-1
111.1
113.5
97.9
* All elevations are below bottom of footing.
In the locations and depths that were tested, the soil beneath the footings has been compacted to a minimum
of 95 percent of the modified Proctor maximum dry density (ASTM D 1557).
Additional compaction tests are required for the stem wall backfill beneath the slab.
Distribution:
Client (3)
SLC Bldg. Dept. (1)
PCM/ah
Reviewed by:,
A. M.GINEERING AND TESTING, INC.
Paul C. Martin, P.E.,. -
Florida Registration No. 65051.'
.J,
Merver-amelcompanylC.O.D. JobsUzzo Builders, 1ncIO7-1476 - 703 NE Ramie Court, PSL -Stem wall footing.doc