HomeMy WebLinkAboutFIELD - LABATORY REPORT1(006 6
Project No.: 1910.0900032.0000
UNIVERSAL Date Typed: August4,2010
ENGINEERING SCIENCES, INC:
_ Threshcid /PRvaN Providerinspectlon and Plan Review
Construction Materleis Testing • Geophysical Services
Environmental Sciences o Geotechnical Engineering ED
SCANN
803 South Kings Highway a Fort Pierce, Florida 34945 BY
Phone: (772)461-9815 Faz:(772)461-9816
St Lucie County
Field and Laboratory Report Transmittal Sheet
Client: DJP General Contracting
174 Dusk Way
Fort Pierce, FL. 34945 �� n
C
Project: Various House Pads � \
2403 St. Lucie Blvd.
Fort Pierce, FL.
As requested, a representative of Universal Engineering Sciences, Inc. (UES) was at the
referenced project to provide construction materials testing services.
The results of the observations and/or tests are summarized on the attached sheets. The
reports are numbered as follows: 008DR. We hope this Information is sufficient for your
immediate needs. If you have any questions, please do not hesitate to contact the undersigned.
Distribution:
2-(Sealed). Client
RECEIVED
AUG 0 5 2010
Public Works
St. Lucie County, r=,
I
UNIVERSAL LIES Project No: 1910.0900032.0000
ENGINEERING SCIENCES, INC. UES DOCS No: 851056
Threshold/PNvate Providerinspectlon and Plan ReviewReport No: 008DR-0727
Construction Materials Testing • Geophysicat Services Date: 08.04-10
Environmental Sciences • Gactechnical Engineering
803 S. Kings Highway - Fort Pierce, Florida 34945
(772)461.9816 Fax (772) 461-9816
On -Site Time (hrs):
0.76
Lab Time (hrs):
0.00
Travel Time (hrs):
1.00
Total Time (hrs):
1.75
ACTIVITY RECORD
Client: DJP General Contracting
174 Dusk Way
Fort Pierce, FL 34945
Project: Various House Pads
2403 St. Lucie Blvd.
Fort Pierce, FL.
Date of Activity: 07-27-10
Technician: J. Ashburn
As requested, a Universal Engineering Sciences Technician was present at the above
referenced project site for the purpose of earthwork testing for the foundation fill for house
pad.
While on site, the technician observed the general condition of area to be tested and
performed 6 soil density tests, All tests were performed in accordance with the nuclear
gauge method and were found to meet the project compaction requirements of 95% of the
maximum dry density per ASTM D-1557.
The contractor was notified of the test results or a copy was left for their records.
UNIVERSAL
ENGINEERING SCIENCES, INC.
Threshold/Private Provider Inspection and Plan Review
Construction Materials Testing - Geophysical Services
Envfronmentar Sciences - Gootechnical Engineering
803 S. Kings Highway - Fort Pierce, Florida 34945
(772) 461-9815 Fax (772) 461-9816
Report
of
In -Place Density Tests
UES Project No: 1910.0900032.0000
UES DOCS No: 861056
Report No: COBDR-0727
Date: 08.04-10
Client:
DJP General Contracting
174 Dusk Way
Fort Pierce, FL 34945
Project:
Various House Pads
2403 St. Lucie Blvd.
Fort Pierce, FL.
Area Tested:
Foundation fill
Type of Test:
Field: ASTM D 2922
Laboratory: ASTM D 1557 Date of Test:
Technician: J. Ashburn
Requirements: 95% of Maximum dry density.
Remarks:
07-27-10
TEs7
LOCATION
TEST
TEST
PROCTOR
FIELD
' FIELD
RESULTS
#
OF
ELEV.
THICKNESS,
MAX, DRY
DRY
MOISTURE
COMPACTION
(3)
TEST
(1)
(IN)
DENSITY
DENSITI
%
°
PCF
(PCF)
1
Northwest corner, 10' S.E, of N.W. corner
0
12
1
110.7
8.0
98
A
2'North
west corner, 10' S.E. of N.W. corner
-1
12
1
109.4
6.7
95
A
3
Center, 20' S. of center_of N. side __ _ _ _ _
0 _
12
1
109.9
_ 5.9
95
A _
4
Center- 20' S, of center of N. side
1
12
1
109.6
2
95
A
5
South east corner, 10' N.W. of S.E. corner
0
12
1
109.3
6.4
95
A
6
South east corner, 10' N.W. of S.E. corner
•1
12
1
1 109.5
1, 7.5
95
1 A
Ref. Datum:
(21
0 = Top of Final Grade
Proctor Maximum
# Dry
I
Optimum
Density _
_ Moisture
1 115.0
8:5•
(3) Results Key
A. Compaction meets minimum requirements
B. Compaction does not meet minimum requirements
C. Moisture does not meet requirements
D. Re -compaction required