HomeMy WebLinkAboutENGINEERING IN-PLACE DENSITY TESTUNIV,"idRSAL
Project No: 0310.1600172.0000
ENGINEERING SCIENCES UESReport No: 51039 ARD1 052516
Consultants In: Geotechnical Engineering • Environmental Sciences
Geophysical Services • Construction Materials Testing : Threshold Inspection On -Site Time (hrs): 1.25
Building Inspection • Plan Review • Building Code Administration Lab Time (hrs): 0.00
820 Brevard Avenue • Rockledge, FL • 32955 i Travel Time (hrs): 1.25
321.638.0808 Fax: 321.638.0978 Total Time (hrs): 2.50
i
Client: Mulligan Constructors
3601 Vineland Road, Suite 4
Orlando, FL 32811
Project: Racetrac #1136 - PSL Sav nnah Club
8630 S. US Highway 1,Port St. Lucie, St. Lucie County, FL
Date of Activity: Wednesday, May 25, 2016
Technician: Cliff Cherrnay
As requested, a Universal Engineering Sciences Technician was present at the above referenced project
site for the purpose of earthwork testing for the;Pipe backfill.
While on site, the technician observed the general condition of the areas to be tested and performed 4
density test(s) for Pipe backfill. All test(s) were performed in accordance with the ASTM D-6938 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.
This test(s) was performed without deviation from ASTM pros
This report shall not be reproduced, except in full, without the
approval of Universal Engineering Sciences.
A
UNIVtRSAL
ENWNEERIN.G SCIENCES
Consultants In: Geotechnical Engineering - Environmental Sciences
Geophysical Services_! Construction Materials Testing - Threshold Inspection
Building Inspection - Plan Review - Building Code Administration
820 Brevard Avenue - Rockledge, FL - 32955
321.638.0808 Fax:321.638.0978 j
&S Project No: 0310.1600172.0000
UES Report No: 51039-1 DT 052516
Client: Mulligan Constructors
3601 Vineland Road, Suite 14
Orlando, FL 32811
Project: Racetrac #1136 - PSL Savannah Club
8630 S. US Highway 1,Port St. Lucie, St. Lucie County, FL
Area Tested: Pipe backfill
Type of Test: Field: ASTM D-6938 Nuclear Gauge Method Date of Test: 05/25/2016
Lab: ASTM D-1557
Technician: Cliff Cherrnay
Requirements: 95% of Proctor maximum dry density. These tests apply to the fill and/or surficial soil conditions only and
do not address the condition of the underlying soils below the tested depths.
Test
#
Location of Test
Range
(IN)
Depth
(IN)
Proctor
(2)
Field Dry
Density
(PCF)
Field Moisture
"�o
%
Compaction
Comments
(3)
1
50 feet north of structure # 12 west test
0-
8.00
19322
112.0
11.0
100
A
2
50 feet north of structure # 12 east test
0-
8.00
19322
112.1
11.5
100
A
3
50 feet south of # 2 west test
0-8
8.00
19322
111.7
11.5
99
A
4
50 feet south of # 2 east test
0-8I
8.00
19322
111.5
10.2
99
A
(1) Ref. Datum: 0 = Springline of Pipe
(2)
Proctor.
Maximum
Optimum
#
Dry
Moisture
Density
Content
19322
112.5
9.5
This test was performed without deviation from ASTM procedures.
(3) Comments Key
A. Compaction meets min. requirements
B. Compaction does not meet min. requirements
C. Moisture does not meet requirements
D. Recompaction required
E. Recompacted, Retested, Meets Requirements
This report shall not be reproduced, except in full, without the written approval of Universal Engineering Sciences.
r
UNIV-idRSAL
i
ENGINEERING SCIENCES
Consultants In: Geotechnical Engineering • Environmental Sciences
Geophysical Services • Construction Materials Testing Threshold Inspection
Building Inspection • Plan Review • Building Code Administration
820 Brevard Avenue • Rockledge, FL • 32955
321.638.0808 Fax:321.638.0978
Client: Mulligan Constructors
3601 Vineland Road, Suite 114
Orlando, FL 32811
-�S Project No: 0310.1600172.0000
UES Report No: 51087 ARD2 052616
On -Site Time (hrs):
1.25
Lab Time (hrs):
0.00
Travel Time (hrs):
1.25
Total Time (hrs):
2.50
Project: Racetrac #1136 - PSL Savannah Club
8630 S. US Highway 1,Port St. Lucie, St. Lucie County, FL
Date of Activity: Thursday, May 26, 2016
Technician: Cliff Cherrnay
As requested, a Universal Engineering Sciences Technician was present at the above referenced project
site for the purpose of earthwork testing for the Pipe backfill, Pipe backfill.
While on site, the technician observed the general condition of the areas to be tested and performed 4
density test(s) for Pipe backfill. All test(s) were performed in accordance with the ASTM D-6938 Nuclear
Gauge Method and were found to meet the project compaction requirements of 95% of the maximum dry
density per ASTM D-1557.
While on site, the technician observed the general condition of the areas to be tested and performed 1
density test(s) for Pipe backfill. All test(s) were performed in accordance with the ASTM D-6938 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.
This test(s) was performed without deviation from ASTM procedure.
This report shall not be reproduced, except in full, without the written approval of Universal Engineering Sciences.
r
R �i VNIV�A S
ENGINEERING SCIENCES
Consultants In: Geotechnical Engineering - Environmental Sciences
Geophysical Services - Construction Materials Testing - Threshold Inspection
Building Inspection -Plan Review - Building Code Administration
820 Brevard Avenue - Rockledge, FL - 32955
321.638.0808 Fax:321.638.0978 j
&S Project No: 0310.1600172.0000
UES Report No: 51087-1 DT 052616
Client: Mulligan Constructors
3601 Vineland Road, Suite 14
Orlando, FL 32811
Project: Racetrac #1136 - PSL Savannah Club
8630 S. US Highway 1,Port St. Lucie, St. Lucie County, FL
Area Tested: Pipe backfill i
Type of Test: Field: ASTM D-6938 Nuclear Gauge Method Date of Test: 05/26/2016
Lab: ASTM D-1557
Technician: Cliff Cherrnay
Requirements: 95% of Proctor maximum dry density. These tests apply to the fill and/or surficial soil conditions only and
do not address the condition of the underlying soils below the tested depths.
Test
#
Location of Test
Range
(FT)
Depth
(IN)
Proctor
(2)
Field Dry
Density
(PCF)
Field
Moisture
"�o
%
Compaction
Comments
(3)
1
50 feet north of structure # 2
1+2
12.00
19322
111.6
10.7
99
A
2
60 feet north of structure # 2
2+3
12.00
19322
111.5
11.2
99
A
3
50 feet south of structure #12
1+2
12.00
19822
112.0
10.2
100
A
4
60 feet south of structure #12
2+3
12.00
19322
112.4
11.5
100
A
(1) Ref. Datum: 0 = Bottom of Pipe
(2)
This test
This reps
Proctor
Maximum
Optimum
#
Dry
Moisture
Density
Content
19322
112.5
9.5
was performed without deviation from ASTM procedures.
rt shall not be reproduced, except in full, without the written appr,
(3) Comments Key
A. Compaction meets min. requirements
B. Compaction does not meet min. requirements
C. Moisture does not meet requirements
D. Recompaction required
E. Recompacted, Retested, Meets Requirements
oval of Universal Engineering Sciences.
U N I V` min-R S A'1 L
1
ENGINEERING SCIENCES
Consultants In: Geotechnical Engineering • Environmental Sciences
Geophysical Services • Construction Materials Testing • Threshold Inspection
Building Inspection • Plan Review • Building Code Administration
820 Brevard Avenue • Rockledge, FL • 32955
321.638.0808 Fax:321.638.0978
S Project No: 0310.1600172.0000
UES ReportNo: 51087-2 DT 052616
Client: Mulligan Constructors
3601 Vineland Road, Suite 14
Orlando, FL 32811 ! `
Project: Racetrac #1136 - PSL Savannah Club
8630 S. US Highway 1,Port St. Lucie, St. Lucie County, FL
Area Tested: Pipe backfill
i
Type of Test: Field: ASTM D-6938 Nuclear Gauge Method Date of Test: 05/26/2016
Lab: ASTM D-1557 i
Technician: Cliff Cherrnay
Requirements: 95% of Proctor maximum dry density. These tests apply to the fill and/or surficial soil conditions only and
do not address the condition of the underlying soils below the tested depths.
Field Dry
Field
Test
Range
Depth
Proctor
Density
Moisture
%
Comments
#
Location of Test
(FT)
(IN)
(2)
(PCF)
%
Compaction
(3)
5
West side of pipe 10 feet north of structure #12
0-8
12.00
19322
112.0
11.0
100
A
south of D-6
(1) Ref. Datum
(2)
0 = Springline of Pipe
Proctor
Maximum
Optimum
#
Dry
Moisture
Density
Content
19322
112.5
9.5
(3) Comments Key
A. Compaction meets min. requirements
B. Compaction does not meet min. requirements
C. Moisture does not meet requirements
D. Recompaction required
E. Recompacted, Retested, Meets Requirements
i
This test was performed without deviation from ASTM procedures.
This report shall not be reproduced, except in full, without the written app ioval of Universal Engineering Sciences.
i
;N
I
UNIVERSAL
ENGINEERING SCIENCES
Consultants In: Geotechnical Engineering • Environmental Sciences
Geophysical Services • Construction Materials Testing • Threshold Inspection
Building Inspection • Plan Review • Building Code Administration
Project No.: 0310.1600172.0000
Date Typed: May 27, 2016
LOCATIONS:
• Atlanta
• Daytona Beach
• Fort Myers
• Fort Pierce
• Gainesville
• Jacksonville
• Kissimmee
• Leesburg
• Miami
Ocala
• Orlando (Headquarters)
• Palm Coast
• Panama City
• Pensacola
• Rockledge
• Sarasota
Tampa
• West Palm Beach
I
Field and Laboratory Report Transmittal Sheet
Client: Mulligan Constructors
3601 Vineland Road, Suite 14
Orlando, FL 328111 FILI: �;UPY
Project: Racetrac #1136 -I PSL Savannah Club
Main Building Permit # 1410-0401
8630 S. US Highway 1
Port St. Lucie, St' Lucie County, 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 Itests are summarized on the attached sheets. The
reports are numbered as follows: 51104 ARD2, 51104 DT1, 51104 DT2. We trust this
information is sufficient for your immediate needs. If you have any questions, please do not
hesitate to contact the undersigned.
I
i
i
JUN - 3 NECD
Reviewed By:
Universal Engineering Sciences, Inc.
Certificate of Authorization No. 549
i
Richard E. HoagliP, P. �JJ I A
STATE OF FLUKItim , ._ ,
Licensed Professional Engineer No. 48796
scarlson(cr�,mulliganconstructors.com; ciciojna,stlucieco.org
Sign & Seal copy to: St Lucie County, Attn: Joe Ccio, 2300 Virgina Ave, Room 228, Ft Pierce, FL 34982
820 Brevard Avenue, Rockledge, Florida 32955 (321) 638-0808 Fax (321) 638-0978
www.UniversalEngineering.com
i
UNIV=RSAL
i
tuENGINEERING SCIENCES
Consultants In: Geotechnical Engineering • Environmental Sciences
Geophysical Services • Construction Materials Testing • Threshold Inspection
Building Inspection • Plan Review • Building Code Admi i istration
820 Brevard Avenue • Rockledge, FL • 32955
321.638.0808 Fax:321.638.0978
Activity Record
Client: Mulligan Constructors
3601 Vineland Road, Suite 1
Orlando, FL 32811
Project No: 0310.1600172.0000
UES Report No: 51104 ARD2 052716
On -Site Time (hrs):
1.50
Lab Time (hrs):
0.00
Travel Time (hrs):
1.25
Total Time (hrs):
2.75
Project: Racetrac #1136 - PSL Savannah Club
8630 S. US Highway 1, Port St. Lucie, St. Lucie County, FL
Date of Activity: Friday, May 27, 2016
Technician: Cliff Cherrnay
As requested, a Universal Engineering Sciences ITechnician was present at the above referenced project
site for the purpose of earthwork testing for the pipe backfill, Building pad.
While on site, the technician observed the general condition of the areas to be tested and performed 2
density test(s) for pipe backfill. All test(S) were performed in accordance with the ASTM D-6938 Nuclear
Gauge Method and were found to meet the project compaction requirements of 95% of the maximum dry
density per ASTM D-1557. 1
While on site, the technician observed the general condition of the areas to be tested and performed 6
density test(s) for Building pad. All test(s) were performed in accordance with the ASTM D-6938 Nuclear
Gauge Method and were found to meet the project compaction requirements of 95% of the maximum dry
density per ASTM 13-1557.
The Contractor was notified of the test results or 6 copy was left for their records.
This test(s) was performed without deviation from ASTM proceduri .
This report shall not be reproduced, except in full, without the written approval of Universal Engineering Sciences.
UNIV)m.RSA
ENGINEERING SCIENC S
Consultants In: Geotechnical Engineering • Environmental Sciences
Geophysical Services • Construction Materials Testing • Threshold Inspection
Building Inspection • Plan Review • Building Code Admihistration
820 Brevard Avenue • Rockledge, FL • 32955
321.638.0808 Fax:321.638.0978
Client: Mulligan Constructors
3601 Vineland Road, Suite 14
Orlando, FL 32811
Project: Racetrac #1136 - PSL Savannah Club
8630 S. US Highway 1, Port St. L�cie,
Area Tested: pipe backfill
Type of Test: Field: ASTM D-6938 Nuclear
Lab: ASTM D-1557
Technician: Cliff Cherrnay
Requirements: 95% of Proctor maximum dry density
do not address the condition of the ur
iS Project No: 0310.1600172.0000
UES Report No: 51104-1 DT 052716
St. Lucie County, FL
Method Date of Test: 05/27/2016
tests apply to the fill and/or surficial soil conditions only and
soils below the tested depths.
Field Dry
Test
Range
Depth
P
Proctor
Density
Y
Field
Moisture
°/,
Comments
#
Location of Test
(FT)
(IN)
(2)
(PCF)
Compaction
p
3
( )
1
20 feet north of structure # 12
1+Z
12.00
19322
111.7
10.0
99
A
2
30 feet north of structure # 12
2+3
1
I
12.00
19322
111.5
11.0
99
A
(1) Ref. Datum
(2)
0 = Bottom of Pipe
Proctor
Maximum
Optimum
#
Dry
Moisture
Density
Content
19322
112.5
9.5
(3) Comments Key
A. Compaction meets min. requirements
B. Compaction does not meet min. requirements
C. Moisture does not meet requirements
D. Recompaction required
E. Recompacted, Retested, Meets Requirements
This test was performed without deviation from ASTM procedures.
This report shall not be reproduced, except in full, without the written approval of Universal Engineering Sciences.
I
I
aY
UNIV�RSAh
ENGINEERING SCIENC
Consultants In: Geotechnical Engineering - Environmental Sciences
Geophysical Services - Construction Materials Testing - Threshold Inspection
Building Inspection - Plan Review -Building Code Admil istration
820 Brevard Avenue • Rockledge, FL • 32955
321.638.0808 Fax:321.638.0978
Client:
Mulligan Constructors
3601 Vineland Road, Suite 14
Orlando, FL 32811
Project:
Racetrac #1136 - PSL Savannah
8630 S. US Highway 1, Port St. L
Area Tested:
Building pad
Type of Test:
Field: ASTM D-6938 Nuclear Gs
Lab: ASTM D-1557
Technician:
Cliff Cherrnay
Requirements: 95% of Proctor maximum dry density.
do not address the condition of the un
ub
�,S Project No: 0310.1600172.0000
UES Report No: 51104-2 DT 052716
St. Lucie County, FL
e Method Date of Test: 05/27/2016
tests apply to the fill and/or surficial soil conditions only and
soils below the tested depths.
Test
#
Location of Test
Range
(FT)
Depth
(IN)
Proctor
(2)
Field Dry
Density
(PCF)
Field
Moisture
%
%
Compaction
Comments
(3)
3
NNV corner test
0-1
12.00
19322
112.0
10.5
100
A
4
SNV corner test
0-1
12.00
19322
110.5
9.9
98
A
5
S/E corner test
0-1
12.00
19322
110.6
9.7
98
A
6
N/E corner test
0-1
12.00
19322
111.0
10.5
99
A
7
Thickened wall footings S/E test
0-1
12.00
19322
112.0
10.7
100
A
8
Thickened wall footings NNW test
0-1
12.00
19322
111.0
11.1
99
A
(1) Ref. Datum: 0 = Top of Final Grade (3) Comments Key
(2) A. Compaction meets min. requirements
Proctor Maximum Optimum B. Compaction does not meet min. requirements
# Dry Moisture C. Moisture does not meet requirements
Density Content D. Recompaction required
E. Recompacted, Retested, Meets Requirements
19322 112.5 9.5
This test was performed without deviation from ASTM procedures.
This report shall not be reproduced, except in full, without the written approval of Universal Engineering Sciences.
i
ED
Project No.:
Date Typed:
Client:
Project:
ENGINEERING S(
Consultants In: Geotechnical Engineering
Geophysical Services • Construction Mate
Building Inspection • Plan Review • Buildi
0310.1600172.0000
May 9, 2016
AL
IENCES
Environmental Sciences
31s Testing • Threshold Inspection
3 Code Administration
I
Field and Laboratory Report Transmittal
Mulligan Constructors
3601 Vineland Road, Suite 14
Orlando, FL 32811
Racetrac #1136 - PSL Savannah Club
Permit #14100401
8630 S. US Highway 1
Port St. Lucie, St. Lucie County, FL
Sheet
LOCATIONS:
• Atlanta
• Daytona Beach
• Fort Myers
Fort Pierce
■ Gainesville
Jacksonville
Kissimmee
• Leesburg
• Miami
■ Ocala
Orlando (Headquarters)
• Palm Coast
• Panama city
• Pensacola
Rockledge
Sarasota
• Tampa
West Palm Beach
As requested, a representative of Universal Engineering Sciences, Inc. (LIES) 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: 50317 AR1, 19322 MP, 60434 ARD2, 60434 DTI, 60434
DT2, 60461 AR1, 60462 AR1. We trust this information is sufficient for your immediate needs.
If you have any questions, please do not hesitate to contact the undersigned.
I
Reviewed By:
f Universal Engineering S Iences, -Inc.,
DCertificate of Authorizafir n I+1o. 549
fi LMAY 1 8 RECD
Richard E. Hoaglin,P:E,. ;
STATE OF FLORWI,
Licensed Professional -Engineer No. ;48796
scarlson@mulliganconstructors.com; cicioina stlucieco.org
i
820 Brevard Avenue, Rockledge, Florida 32955 (321) 638-0808 Fax (321) 638-0978
www.UniversalEngineering.com
I-_% I
UNIVERSAI'L
ENGINEERING SCIENCIES
Consultants In: Geotechnical Engineering • Environmer tal Sciences
Geophysical Services • Construction Materials Testing • Threshold Inspection
Building Inspection • Plan Review • Building Code Adm nistration
820 Brevard Avenue • Rockledge, FL • 32955
321.638.0808 Fax:321.638.0978
UES Project No
0310.1600172.0000
UES Report No: 03GI-50317
On -Site Time (hrs):
0.50
Lab Time (hrs):
0.00
Travel Time (hrs):
1.00
Total Time (hrs):
1.50
Client: Mulligan Constructors
3601 Vineland Road, Suite 14
Orlando, FL 32811
Project: Racetrac #1136 - PSL Savannah Club
8630 S. US Highway 1,Port St. Lucie, St. Lucie County, FL
Date of Activity: 5/3/16
Technician: Cliff Cherrnay
As Requested, a Universal Engineering Sciences Technician was present at the above referenced location for
the purpose of picking up a proctor.
UNIVERSAL
ENGINEERING SCIENCES
Consultants In: Geotechnical Engineering -
Environmental Sciences - Construction Materials Testing
I.
i
820 Brevard Avenue - Rockledge, Florida 32955 - (3 1) 638-0808
REPORT OF MOISTU
Client: MULLIGAN CONSTRUCTORS
3601 VINELAND ROAD, SUITE 14
ORLANDO FLORIDA 32811
Client No: 0310.1600172.0000
Date: May 5, 2016
DENSITY RELATIONSHIP OF SOIL
Project: RACETRAC #1136 - Savannah Club
8630 SOUTH US HIGHWAY 1
PORT SAINT LUCIE, FLORIDA
Location: NATIVE
Date Sampled: 513116 Sampled By:
CLIFF CHERRNAY
SUMMARY OF TEST RESULTS
MAXIMUM
MOISTURE CONTENT
SOIL DESCRIPTION
DARK BROWN SILTY SAND
FILL: NATURAL GROUND:
0
ON ON 0
0
ONE
0
MMEMMMMNM
ON
INN
I
NMIMIN
NONE
moommom
mom
MINION
PROCTOR NO: 6063
LAB NO: 19322
NOTES -This report shall not be reproduced, except in full, without the written approval of Universal Engineering Sciences.
i
I
I
r' I
91 UNIV'�RSAL
ENGINEERING SCIENCES
Consultants In: Geotechnical Engineering - Environmental Sciences
Geophysical Services - Construction Materials Testing - Threshold Inspection
Building Inspection -Plan Review -Building Code Administration
820 Brevard Avenue - Rockledge, FL • 32955
321.638.0808 Fax:321.638.0978
�'�i3 Project No: 0310.1600172.0000
UES Report No: 50434 ARD2 050616
On -Site Time (hrs): 1.50
Lab Time (hrs): 0.00
Travel Time (hrs): 1.00
Total Time (hrs): 2.50
Client: Mulligan Constructors
3601 Vineland Road, Suite 14
Orlando, FL 32811
I
Project: Racetrac #1136 - PSL Savannah Club
8630 S. US Highway 1,Port St.iLucie, St. Lucie County, FL
Date of Activity: May 6, 2016
I
Technician: Cliff Cherrnay
As requested, a Universal Engineering Sciences Technician was present at the above referenced project
site for the purpose of earthwork testing for the Building pad, Column footings.
i
While on site, the technician observed the general condition of the areas to be tested and performed 4
density test(s) for Building pad. All test(s) were performed in accordance with the ASTM D-6938 Nuclear
Gauge Method and were found to meet the project compaction requirements of 95% of the maximum dry
density per ASTM D-1557.
I
While on site, the technician observed the general condition of the areas to be tested and performed 12
density test(s) for Column footings. All test(s) were performed in accordance with the ASTM D-6938
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 ajcopy was left for their records.
I
This test(s) was performed without deviation from ASTM procedure.I
This report shall not be reproduced, except in full, without the written approval of Universal Engineering Sciences.
UNIV"RSA
ENGINEERING SCIENC
Consultants In: Geotechnical Engineering - Environme
Geophysical Services - Construction Materials Testing -
Building Inspection - Plan Review - Building Code Adm
820 Brevard Avenue - Rockledge, FL- 32955
321.638.0808 Fax:321.638.0978
L
ntaall Sciences
Threshold Inspection
inist'ration
In -Place Dens
Client: Mulligan Constructors
3601 Vineland Road, Suite 14
Orlando, FL 32811
Project: Racetrac #1136 - PSL Savannah Cl
8630 S. US Highway 1,Port St. Lucie
Area Tested: Building pad
Type of Test: Field: ASTM D-6938 Nuclear Gaug4
Lab: ASTM D-1557
':S Project No: 0310.1600172.0000
UES Report No: 50434-1 DT 050616
b
, St. Lucie County, FL
Method Date of Test: 05/06/2016
I
Technician: Cliff Cherrnay
Requirements: 95% of Proctor maximum dry density. These tests apply to the fill and/or surficial soil conditions only and
do not address the condition of the underlying soils below the tested depths.
Test
#
Location of Test
Range
(FT)I
( )
Depth
(IN)
Proctor
2
()
Field Dry
Density
(PCF)
Field
Moisture
%
%
action
Compaction
p
Comments
3
( )
1
Building pad N/W
0-1
12.00
19322
112.0
9.0
100
A
2
Building pad S/W
0-1
12.00
19322
111.5
9.4
99
A
3
Building pad S/E
0-1
i
12.00
19322
110.6
9.3
98
A
4
Building pad WE
0-1
12.00
19322
111.0
9.5
99
A
(1) Ref. Datum: 0 = Top of Final Grade
(2)
Proctor
Maximum
Optimum
Dry
Moisture
#
Density
Content
19322
112.5
9.5
(3) Comments Key
A. Compaction meets min. requirements
B. Compaction does not meet min. requirements
C. Moisture does not meet requirements
D. Recompaction required
E. Recompacted, Retested, Meets Requirements
This test was performed without deviation from ASTM procedures.
This report shall not be reproduced, except in full, without the written approval of Universal Engineering Sciences.
i
UNIVIIiiii!RSAL
ENGINEERING SCIENCES
Consultants In: Geotechnical Engineering • Environmental Sciences
Geophysical Services • Construction Materials Testing • Threshold Inspection
Building Inspection • Plan Review • Building Code Administration
820 Brevard Avenue • Rockledge, FL • 32955
321.638.0808 Fax:321.638.0978
Project No: 0310.1600172.0000
UES Report No: 50434-2 DT 050616
Client: Mulligan Constructors
3601 Vineland Road, Suite 14
Orlando, FL 32811
I
Project: Racetrac #1136 - PSL Savannah Club
8630 S. US Highway 1,Port St. Lucie, St. Lucie County, FL
Area Tested: Column footings
Type of Test: Field: ASTM D-6938 Nuclear Gaugle Method Date of Test: 05/06/2016
Lab: ASTM D-1557 �
Technician: Cliff Cherrnay
Requirements: 95% of Proctor maximum dry density. These tests apply to the fill and/or surficial soil conditions only and
do not address the condition of the underlying soils below the tested depths.
Test
#
Location of Test
Range
(FT)I
Depth
(IN)
Proctor
(2)
Field Dry
Density
(PCF)
Field
Moisture
%
%
Compaction
Comments
(3)
5
Footing D-1
0-1
12.00
19322
112.0
9.4
100
A
6
Footing D-3
0-1 I
12.00
19322
112.5
9.2
100
A
7
Footing D-5
0-1 1
12.00
19322
111.7
8.6
99
A
8
Footing D-7
0-1 1
I
12.00
19322
111.5
9.2
99
A
9
Footing B-7
0-1
12.00
19322
111.2
9.3
99
A
10
Footing A-6
i
0-1 1
12.00
19322
111.7
10.0
99
A
11
Footing A-4
0-1 1
12.00
19322
112.2
10.2
100
A
12
Footing A-2.6
0-1 1
12.00
19322
112.1
9.7
100
A
13
Footing E-5
0-1 1
i
12.00
19322
111.5
9.2
99
A
14
Footing C-8
0-1 I
12.00
19322
111.8
9.4
99
A
(1) Ref. Datum: 0 = Bottom of Footing
(2)
Proctor
Maximum
Optimum
#
Dry
Moisture
Density
Content
19322,
112.5
9.5
This test was performed without deviation from ASTM procedures.
I
(3) Comments Key
A. Compaction meets min. requirements
B. Compaction does not meet min. requirements
C. Moisture does not meet requirements
D. Recompaction required
E. Recompacted, Retested, Meets Requirements
This report shall not be reproduced, except in full, without the written approval of Universal Engineering Sciences.
UNIV..caRSAL
ENGINEERING SCIENCES
Consultants In: Geotechnical Engineering - Environmental Sciences
Geophysical Services - Construction Materials Testing - Threshold Inspection
Building Inspection -Plan Review -Building Code Administration
820 Brevard Avenue - Rockledge, FL - 32955
321.638.0808 Fax:321.638.0978
:S Project No: 0310.1600172.0000
UES Report No: 50434-2 DT 050616
In -Place Density Test Report
Client: Mulligan Constructors
3601 Vineland Road, Suite 14
Orlando, FL 32811
Project: Racetrac #1136 - PSL Savannah Club
8630 S. US Highway 1,13ort St. Lucile, St. Lucie County, FL
Area Tested: Column footings
I
Type of Test: Field: ASTM D-6938 Nuclear Gauge Method Date of Test: 05/06/2016
Lab: ASTM D-1557
Technician: Cliff Cherrnay
I
I
Requirements: 95% of Proctor maximum dry density. These tests apply to the fill and/or surficial soil conditions only and
do not address the condition of the underlying soils below the tested depths.
Field Dry
Test
Range
Depth
Proctor
Density
Field
Moisture
%,
Comment
#
Location of Test
(FT)l
(IN)
(2)
(PCF)
Compaction
(3 )
15
Footing B-1
0-1
12.00
19322
112.1
9.5
100
A
16
Footing B-9.1
0-1
12.00
19322
111.4
9.6
99
A
(1) Ref. Datum: 0 = Bottom of Footing
(2)
Proctor
Maximum
Optimum
#
Dry
Moisture
Density
Content
19322
112.5
9.5
(3) Comments Key
A. Compaction meets min. requirements
B. Compaction does not meet min. requirements
C. Moisture does not meet requirements
D. Recompaction required
E. Recompacted, Retested, Meets Requirements
This test was performed without deviation from ASTM procedures. I
This report shall not be reproduced, except in full, without the written approval of Universal Engineering Sciences.
i
UNIVERSAL
tuENGINEERING SCIENCES
Consultants In: Geotechnical Engineering • Environmental Sciences
Geophysical Services • Construction Materials Testing • Threshold Inspection
Building Inspection • Plan Review • Building Code Administration
820 Brevard Avenue - Rockledge, FL - 32955
321.638.0808 Fax:321.638.0978
UES Project No: 0310.1600172.0000
UES Report No: 03GI-50461
On -Site Time (hrs): 1.50
Lab Time (hrs): 0.00
Travel Time (hrs): 3.00
Total Time (hrs): 4.50
Client: Mulligan Constructors
3601 Vineland Road, Suite 14
Orlando, FL 32811
Project: Racetrac #1136 - PSL Savannah Club
8630 S. US Highway 1,Port St. Lucie, St. Lucie County, FL
Date of Activity: 5/9/16
Technician: Anthony McAlpin
i
i
As Requested, a Universal Engineering Sciences Technician was present at the above referenced location for
the purpose of performed DCP in 2 locations fob column pad footings for store and one location in the
dumpster pad down to 3 feet. Testing at each depth level, resulted in refusal of 20 blows. These results meet
or exceed project requirements of 2500 psf.
i
I
I
UNIVERSAL
tuENGINEERING SCIENCES
Consultants In: Geotechnical Engineering • Environmental Sciences
Geophysical Services • Construction Materials Testing • Threshold Inspection
Building Inspection • Plan Review • Building Code Administration
820 Brevard Avenue • Rockledge, FL - 32955
321.638.0808 Fax:321.638.0978
UES Project No:
0310.1600172.0000
UES Report No: 03G1-50462
On -Site Time (hrs): 2.00
Lab Time (hrs): 0.00
Travel Time (hrs): 1.00
Total Time (hrs): 3.00
Client: Mulligan Constructors
3601 Vineland Road, Suite 14
Orlando, FL 32811
Project: Racetrac #1136 - PSL Savannah Club
8630 S. US Highway 1,Port St. Lucie, St. Lucie County, FL
Date of Activity: 5/9/16
Technician: Cliff Cherrnay
As Requested, a Universal Engineering Sciences Technician was present at the above referenced location for
the purpose of Performed DCP testing on column footings and dumpster pad.
RECEIv-0 MAY I. 20�6
LO UNIVERS
A L CATIONS:
• Atlanta
• Daytona Beach
Fort Myers
ENGINEERING SCIENCES Fort Piece
Consultants In: Geotechnical Engineering Environmental Sciences Gainesville
t Jacksonville
Geophysical Services • Construction Matehals Testing • Threshold Inspection Kissimmee
Building Inspection • Plan Review • Build! g Code Administration Leesburg
• Miami
• Ocala
• Orlando (Headquarters)
FILDt
Palm Coast
Project No.: 0310.1600172.0000 Panama City
• Pensacola
Date Typed: May 9, 2016 I Rockledge
• Sarasota
• Tampa
• West Palm Beach
Field and Laboratory Report Transmittal Sheet
Client: Mulligan Constructors
3601 Vineland Road, Suite 14
Orlando, FL 32811
Project: Racetrac #1136 - PSL Savannah Club
Permit#141004011
8630 S. US Highway 1
Port St. Lucie, St. Lucie County, 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: 60317 AR1, 19322 MP, 50434 ARD2, 50434 DTI, 50434
DT2, 50461 AR1, 50462 AR1. We trust this information is sufficient for your immediate needs.
If you have any questions, please do not hesitate to contact the undersigned'.
Reviewed By:
Universal EngineeringJ$ciences;,.lnc.
(Certificate of Authorizat'i6n No. 549-
i richard E. HoagI-in, `r'.El" ;
STATE OF FLOW.s; =4 -
Licensed Professioi5al Engineer No. 48796
scarlson@mulliganconstructors.com; cicioiAstlucieco.org
i
l
820 Brevard Avenue, Rockledge, Florida 32955 (321) 638-0808 Fax (321) 638-0978
www.UniversalEngineering.com
I
I
UNIVERSA�L
UES Project No: 0310.1600172.0000
ENGINEERING SCIENCES
ED
UES Report No: 03GI-50317
Consultants In: Geotechnical Engineering • Environmental Sciences
On -Site Time (hrs): 0.50
Geophysical Services • Construction Materials Testing • Threshold Inspection
Lab Time (hrs): 0.00
Building Inspection • Plan Review • Building Code Administration
Travel Time (hrs): 1.00
820 Brevard Avenue • Rockledge, FL - 32955
Total Time (hrs): 1.50
321.638.0808 Fax:321.638.0978
I
Activity Report
Client: Mulligan Constructors
3601 Vineland Road, Suite 14
Orlando, FL 32811
Project: Racetrac #1136 - PSL Savannah Club
8630 S. US Highway 1,Port St. Lucie, St. Lucie County, FL
Date of Activity: 5/3/16
Technician: Cliff Cherrnay
As Requested, a Universal Engineering Sciences Technician was present at the above referenced location for
the purpose of picking up a proctor.
J
f
1
UNIVERSAL;
WdENGINEERING SCIENCES
Consultants in: Geotechnical Engineering -
Environmental Sciences - Construction Materials Testing
820 Brevard Avenue - Rockledge, Florida 32955 - (321) 638-0808
Client:
Client No: 0310.1600172.0000
Date: May 5, 2016
REPORT OF MOISTURE DENSITY RELATIONSHIP OF SOIL
MULLIGAN CONSTRUCTORS
3601 VINELAND ROAD, SUITE 14
ORLANDO FLORIDA 32811
Project: RACETRAC #1136 - Savannah Club
8630 SOUTH US HIGHWAY 1
PORT SAINT LUCIE, FLORIDA
Location: NATIVE
Date Sampled: 5/3/16
Sampled By: CLIFF CHERRNAY
SUMMARY OF TEST RESULTS
TEST METHOD ASTM D-1557
MAXIMUM
DRY DENSITY
OPTIMUM
MOISTURE CONTENT
DESCRIPTION
NEW DARK BROWN SILTY SAND
NEE
NEE
NJ
NOON
qlME
QC►
E
ON
ONO
N
OSOIL
01
0
ONE
0
0
0
NJ
No
MOOMENNO
ENNOM
ME NOMENO 0 NJ NOON 0
LAB NO: 19322
NOTES -This report shall not be reproduced, except in full, without the written approval of Universal Engineering Sciences.
I
UNIVLASAL
Project No: 0310.1600172.0000
ENGINEERING SCIENCES
91
UESReport No: 50434 ARD2 050616
Consultants In: Geotechnical Engineering • Environmental Sciences
Geophysical Services • Construction Materials Testing • Threshold Inspection
On -Site Time (hrs): 1.50
Building Inspection • Plan Review • Building Code Administration
Lab Time (hrs): 0.00
820 Brevard Avenue Rockledge, FL 32955
Travel Time (hrs): 1.00
321.638.0808 Fax: 321.638.0978
Total Time (hrs): 2.50
Client: Mulligan Constructors
3601 Vineland Road, Suite 14
Orlando, FL 32811
Project: Racetrac #1136 - PSL Savannah Club
8630 S. US Highway 1,Port St. jLucie, St. Lucie County, FL
Date of Activity: May 6, 2016 j
Technician: Cliff Cherrnay
As requested, a Universal Engineering Sciences Technician was present at the above referenced project
site for the purpose of earthwork testing for the Building pad, Column footings.
While on site, the technician observed the general condition of the areas to be tested and performed 4
density test(s) for Building pad. All test(s) were performed in accordance with the ASTM D-6938 Nuclear
Gauge Method and were found to meet the project compaction requirements of 95% of the maximum dry
density per ASTM D-1557.
i
i
While on site, the technician observed the general condition of the areas to be tested and performed 12
density test(s) for Column footings. All test(s) were performed in accordance with the ASTM D-6938
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 jcopy was left for their records.
This test(s) was performed without deviation from ASTM procedure.
This report shall not be reproduced, except in full, without the written approval of Universal Engineering Sciences.
I
I
SS Project No: 0310.1600172.0000
UNIVIRSAL
ENGINEERING SCIENCES U ES Report No: 50434-1 DT 050616
Consultants In: Geotechnical Engineering - Environmental Sciences
Geophysical Services - Construction Materials Testing - Threshold Inspection
Building Inspection -Plan Review -Building Code Administration
820 Brevard Avenue • Rockledge, FL - 32955
321.638.0808 Fax:321.638.0978
I
In -Place Density Test Report
Client: Mulligan Constructors
I
3601 Vineland Road, Suite 14
Orlando, FL 32811
I
Project: Racetrac #1136 - PSL Savannah Club
8630 S. US Highway 1,Port St. Lucie, St. Lucie County, FL
Area Tested: Building pad
Type of Test: Field: ASTM D-6938 Nuclear Gauge Method Date of Test: 05/06/2016
Lab: ASTM D-1557
Technician: Cliff Cherrnay
I
Requirements: 95% of Proctor maximum dry density. These tests apply to the fill and/or surficial soil conditions only and
do not address the condition of the underlying soils below the tested depths.
Test
#
Location of Test
Range
(FT )
Depth
(IN)
Proctor
2
()
Field Dry
Density
(PCF)
Field Moisture
Moisture
"/o
Com Paction
Comment
(3 )
1
Building pad N/W
0-1 I
12.00
19322
112.0
9.0
100
A
2
Building pad SM
0-1
12.00
19322
111.5
9.4
99
A
3
Building pad S/E
0-1
12.00
19322
110.6
9.3
98
A
4
Building pad WE
0-1
i
12.00
19322
111.0
9.5
99
A
(1) R,
(2)
;t. Datum: U = I op of Final Grade
Proctor
Maximum
Optimum
#
Dry
Moisture
Density
Content
19322
112.5
9.5
This test was performed without deviation from ASTM procedures.
(3) Comments Key
A. Compaction meets min. requirements
B. Compaction does not meet min. requirements
C. Moisture does not meet requirements
D. Recompaction required
E. Recompacted, Retested, Meets Requirements
This report shall not be reproduced, except in full, without the written appiroval of Universal Engineering Sciences.
UNIVtRSAL
ENGINEERING SCIENCES
Consultants In: Geotechnical Engineering • Environmental 511ciences
Geophysical Services • Construction Materials Testing • Threshold Inspection
Building Inspection • Plan Review • Building Code Administration
820 Brevard Avenue • Rockledge, FL • 32955
321.638.0808 Fax:321.638.0978
SS Project No:
LIES Report No:
Client: Mulligan Constructors
3601 Vineland Road, Suite 14
Orlando, FL 32811
Project: Racetrac #1136 - PSL Savannah Club
8630 S. US Highway 1,Port St. Lucie, St. Lucie County, FL
Area Tested: Column footings
Type of Test: Field: ASTM D-6938 Nuclear Gauge Method
Lab: ASTM D-1557
Technician: Cliff Cherrnay
0310.1600172.0000
50434-2 DT 050616
Date of Test: 05/06/2016
Requirements: 95% of Proctor maximum dry density. Thl se tests apply to the fill and/or surficial soil conditions only and
do not address the condition of the underllying soils below the tested depths.
Test
0
Location of Test
Range
(FT) l
Depth
(IN)
Proctor
(2)
Field Dry
Density
(PCF)
Field
Moisture
o
%
Compaction
Comment
(3 )
5
Footing D-1
0-1
12.00
19322
112.0
9.4
100
A .
6
Footing D-3
0-1
12.00
19322
112.5
9.2
100
A
7
Footing D-5
0-1
12.00
19322
111.7
8.6
99
A
8
Footing D-7
0-1
12.00
19322
111.5
9.2
99
A
9
Footing B-7
0-1
12.00
19322
111.2
9.3
99
A
10
Footing A-6
0-1
12.00
19322
111.7
10.0
99
A
11
Footing A-4
0-1
12.00
19322
112.2
10.2
100
A
12
Footing A-2.6
0-1
12.00
19322
112.1
9.7
100
A
13
Footing E-5
0-1
12.00
19322
111.5
9.2
99
A
14
Footing C-8
0-1
12.00
19322
111.8
9.4
99
A
(1) Ref. Datum: 0 = Bottom of Footing
(2)
Proctor
Maximum
Optimum
#
Dry
Moisture
Density
Content
19322
112.5
9.5
(3) Comments Key
A. Compaction meets min. requirements
B. Compaction does not meet min. requirements
C. Moisture does not meet requirements
D. Recompaction required
E. Recompacted, Retested, Meets Requirements
I
This test was performed without deviation from ASTM procedures.
This report shall not be reproduced, except in full, without the written approval of Universal Engineering Sciences.
I
r
� I
UNIVIeRSAL
ENGINEERING SCIENCES
Consultants In: Geotechnical Engineering • Environmental Sciences
Geophysical Services • Construction Materials Testing • Threshold Inspection
Building Inspection • Plan Review • Building Code Administration
820 Brevard Avenue • Rockledge, FL - 32955
321.638.0808 Fax:321.638.0978 j
S Project No: 0310.1600172.0000
UES Report No: 50434-2 DT 050616
In -Place Density Test Report
Client: Mulligan Constructors
3601 Vineland Road, Suite 14
Orlando, FL 32811
Project: Racetrac #1136 - PSL Savannah Club
8630 S. US Highway 1,Port St. Lucid, St. Lucie County, FL
Area Tested: Column footings
Type of Test: Field: ASTM D-6938 Nuclear Gauge Method Date of Test: 05/06/2016
Lab: ASTM D-1557
Technician: Cliff Cherrnay
I
Requirements: 95% of Proctor maximum dry density. These tests apply to the fill and/or surficial soil conditions only and
do not address the condition of the underlying soils below the tested depths.
Field Dry
Test
Range
Depth
Proctor
Density
Field
Moisture
%
Comment
9
Location of Test
(FT)
(IN)
(2)
(PCF)
%
Compaction
(3)
15
Footing B-1
0-1 1
12.00
19322
112.1
9.5
100
A
16
Footing B-9.1
0-1 I
12.00
19322
111.4
9.6
99
A
(1) Ref. Datum: 0 = Bottom of Footing
(2)
Proctor
Maximum
Optimum
#
Dry
Moisture
Density
Content
19322
112.5
9.5
This test was performed without deviation from ASTM procedures.
(3) Comments Key
A. Compaction meets min. requirements
B. Compaction does not meet min. requirements
C. Moisture does not meet requirements
D. Recompaction required
E. Recompacted, Retested, Meets Requirements
This report shall not be reproduced, except in full, without the written approval of Universal Engineering Sciences.
I
I
UNIVERSAIL
ENGINEERING SCIENCES
Consultants In: Geotechnical Engineering • Environmental Sciences
Geophysical Services • Construction Materials Testing • Threshold Inspection
Building Inspection • Plan Review • Building Code Adm'nistration
820 Brevard Avenue • Rockledge, FL • 32955
321.638.0808 Fax:321.638.0978
Client: Mulligan Constructors
3601 Vineland Road, Suite 14
Orlando, FL 32811
Project: Racetrac #1136 - PSL Savanr
8630 S. US Highway 1,Port S1
Date of Activity: 5/9/16
Technician: Anthony McAlpin
UES Project No: 0310.1600172.0000
UES Report No: 03G1-50461
On -Site Time (hrs): 1.50
Lab Time (hrs): 0.00
Travel Time (hrs): 3.00
Total Time (hrs): 4.50
ih Club
Lucie, St. Lucie County, FL
As Requested, a Universal Engineering Sciences Technician was present at the above referenced location for
the purpose of performed DCP in 2 locations for column pad footings for store and one location in the
dumpster pad down to 3 feet. Testing at each depth level, resulted in refusal of 20 blows. These results meet
or exceed project requirements of 2500 psf.
UNIVERSAENGINEERING SCIENConsultants In: Geotechnical Engineering - EnvironmeGeophysical Services - Construction Materials Testing -
Building Inspection - Plan Review - Building Code Adm820 Brevard Avenue - Rockledge, FL • 32955
321.638.0808 Fax:321.638.0978
CES
nial
UES Project No: 0310.1600172.0000
UES Report No: 03GI-50462
Sciences
On -Site Time (hrs): 2.00
Threshold Inspection
Lab Time (hrs): 0.00
inistration
Travel Time (hrs): 1.00
Total Time (hrs): 3.00
Activity Report
Client: Mulligan Constructors
3601 Vineland Road, Suite 14;
Orlando, FL 32811
Project: Racetrac #1136 - PSL Savannah Club
8630 S. US Highway 1,Port St. Lucie, St. Lucie County, FL
Date of Activity: 5/9/16
Technician: Cliff Cherrnay
As Requested, a Universal Engineering Sciences Technician was present at the above referenced location for
the purpose of Performed DCP testing on column ;footings and dumpster pad.
7�r
UNIVERSAL
ENGINEERING SCIENCES
Consultants In: Geotechnical Engineering • Environmental Sciences
Geophysical Services • Construction Materials Testing • Threshold Inspection
Building Inspection • Plan Review • Building Code Administration
i
Project No.: 0310.1600172.0000 I 4CANNED
Date Typed: June 1, 2016 BY
Field and Laboratory Report Transmittal Sheet
Client: Mulligan Constructors
3601 Vineland Road, Suite 14
Orlando, FL 32811 I
Project: Racetrac #1136 - PSL Savannah Club
Main Building Permit # 1410-0401
8630 S. US Highway 1
Port St. Lucie, St. Lucie County, FL
LOCATIONS:
Atlanta
• Daytona Beach
• Fort Myers
• Fort Pierce
Gainesville
• Jacksonville
• Kissimmee
• Leesburg
Miami
Ocala
Orlando (Headquarters)
• Palm Coast
• Panama City
• Pensacola
• Rockledge
• Sarasota
• Tampa
West Palm Beach
As requested, a representative of Universal Engineering Sciences, Inc. (LIES) was at the
referenced project to provide construction mi terials testing services.
The results of the observations and/or tests are summarized on the attached sheets. The
reports are numbered as follows: 61039 ARD1, 60139 DT1, 61087 ARD2, 51087 DT1, 51087
DT2. We trust this information is sufficient for your immediate needs. If you have any questions,
please do not hesitate to contact the undersigned.
JUN - 6 AECD D
Reviewed By:
Universal Engineering Sciences, Inc,
Certificate of Authori?afinri No.
Richard E. Hoaglin, R-.E:
STATE OF FLORIDA
Licensed Professional Erigi6eer No. 48796
scarlson@mullieanconstructors.com; cicioj0,Stluci6co.org
Sign & Seal copy to: St Lucie County, Attn: Joe Cicio, 2300 Virgina Ave, Room 228, Ft Pierce, FL 34982
820 Brevard Avenue, Rockledge,;Florida 32955 (321) 638-0808 Fax (321) 638-0978
PW www. UniversalEngineering. com