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A. M. ENGINEERING AND TESTING INC.
35041NDUSTRIAL33RDSTREET RECEIVE
FT PIERCE, FLORIDA 34946
LOCALOFFICE: (772)461-7508 (772)461 8880AIJ(j 0 7 2006
POS
REPORT OF STEM WALL BACKFILL COMPACTION
- --C-lient:—MB-Corporation
Site: 728 Nettles Blvd.
St. Lucie County, Florida
Stem Wall Backfill
Report Date:
8%7/06
Project No:
Report No:
9899
Permit No:
0606-0476
SCANNED
BY
St LudeConots
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)
D Densi
s
Percent
I Compaction
In Placel
Proctor
9899
8/4/2006
SE Comer
0-1
110.3
115.0
1 95.9
North Side, Center
0-1
112.1
115.0
97.5
SW Comer
0-1
111.7
115.0
97.1
* All elevations are below footing 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). No soil borings
were performed below the recently placed fill.
Distribution: Submitted b
Client - 2 A. . ENCID EERFN. AND-T STING, INC.
SLC Bldg. Dept. - I
ebecca Grant As oli,=P.E.
Florida Registration No.:5-1863t;
` r .
S:IFort Pierce OfjiceWeiAppsUTTLE LOG BOOKWouse JobsWisc. Noose JobsLSaint Lucie CountyWB(9899)728 Nettles Blvd. SW.doc
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A. M. ENGINEERING AND TESTING, INC.
3504 INDUSTRIAL 33PD STREET
FT PIERCE, FLORIDA 34946
LocAL OFFICE: (772) 461-7508 FAx: (772) 461-8880 SCANNED
BY
St-. Wr'.Iprnifffi
REPORT OF STEM WALL BACKFILL COMPACTION
AUG 2 4 2006 Project No:
Report No: 10029
Site: 728 Nettles Blvd., Nettles Island $Ir: Permit No: 0 0_476
St.Lucie County, Florida
Stem Wall Backfill (Slab Area)
POSTED pip
Density tests and Hand Cone Penetrometer (HCP) readings were made in the stem wall backfill (slab area)
to a depth of two feet 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)
D Densitys
Percent
Compaction
In Placel
Proctor
10029
8/18/06
NE Comer
0-1
113.4
115.0
98.6
Center
0-1
112.7
115.0
98.0
SW Comer
0-1
114.2
115.0
99.3
* All 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). No soil borings
were performed below the recently placed fill.
Distribution:
Client - 1
SLC Bldg. Dept. - 1
Submitted by:
AEERING:IND TESTING, INC.
Richard Boyette, P
Florida Registration No. 42485
SAFort Pierce OJfceWeLippsILITTLE LOG BOOKVfouse JobsWisc. House JobASaint Lucie CountyWB Corp. (10029) 728 Nettles Blvd..doc