HomeMy WebLinkAboutFEILD AND LAB REPORT 2UNIV
ENGINEER
Consultants In: Geotechni
Geophysical Services • Co
Building Inspection • Plan
_ R S A L "cS Project No: 0310.1500279.0000
ING SCIENCES LIES Report No: 03GI45186
cal Engineering • Environmental Sciences On -Site Time (hrs): 1.50
nstruction Materials Testing • Threshold Inspection Lab Time (hrs): 0.00
Review • Building Code Administration Travel
Travel Time (hrs): 3.00
820 Brevard Avenue • Rockledge, FL • 32955 a7`iAl\iIVCl� Total Time (hrs): 4.50
321.638.0808 Fax:321.638.0978 BY
St. Luria f°ri o,
Activity Report
FILLClient: Richard K. Davis Construction Corporation y
P.O. Box 186
Fort Pierce, FL 34954
Project: Small Animal Exhibition Hall — Permit No. SLC 1504-0389
15601 W. Midway Road, Fort Pierce, Fort Pierce County, FL 34945
Date of Activity: 10/30/15
Technician: Cecil Stoughton
As Requested, a Universal Engineering Sciences Technician was present at the above referenced location for
the purpose of bolt inspection of metal building.
Visually verified the installation of all structural members and bolting which includes the following:
a. all of the diagonal rod bracing and components
b. rigid frame beams
c. anchor bolts in the floor to beam connections
d. all flange bracing to purlins
e. bolting of purlins in the entry corridor
All bolting and assembly meets the plan detail requirements.
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UNIVERSAL
• Atlanta
- DaytonaB
Daytona Beach
91
ENGINEERING SCIENCES
• Fort Myers
• Fort Pierce
Consultants In: Geotechnical Engineering' Environmental Sciences
• Gainesville
• Jacksonville
Geophysical Services • Construction Materials Testing Threshold Inspection
9' P
Kissimmee
Building Inspection • Plan Review • Building Code Administration
• Leesburg
• Miami
• Ocala
• Orlando (Headquarters)
• Palm Coast
Project No.:
0310.1500279.0000
• Panama City
• Pensacola
Date Typed:
November 9, 2015
• Rockledge
• Sarasom
• Tampa
• West Palm Beach
Field and Laboratory Report Transmittal Sheet
Client: Richard K . Davis
PO Box 186
Fort Pierce, Florida 34954
Project: Small Animal Exhibition Hall — Permit No. SLC 1504-0389
15601 W. Midway Road, Fort Pierce, FL 34945
Port St. Lucie, Florida
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: 45186 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 Engineering.ScierI Inc.
Certificate of Authorization No. 549
F(ich rrd"�oaglin;,P!E f� f qll
STATE OF FLORIDA, ,
Licensed Professional'Engineer'No. 48796
roriest(t),rkdavis.com
820 Brevard Avenue, Rockledge, Florida 32955 (321) 638-0808 Fax (321) 638-0978
www.UniversalEnginecring.com
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U N I V E R S A L Pe4wiT - LOCATIONS:
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ENGINEERING SCIENCES • Fort Myers
• Fart Pierce
Consultants In: Geotechnical Engineering • Environmental Sciences • Gainesville
Jacksonville
Geophysical Services • Construction Materials Testing • Threshold Inspection • Kissimmee
Building Inspection • Plan Review • Building Code Administration • Leesburg
Project No.: 0310.1500279.0000
Date Typed: September 15, 2015
SCANNED
BY
St. Lucie Countv
Field and Laboratory Report Transmittal Sheet
• Miami
Ocala
Orlando (Headquarters)
• Palm Coast
• Panama City
Pensacola
• Rockledge
• Sarasota
Tampa
• West Palm Beach
Client: Richard K . Davis
PO Box 186
Fort Pierce, Florida 34954
Project: Small Animal Exhibition Hall — Permit No. SLC 1504-0389
15601 W. Midway Road, Fort Pierce, FL 34945
Port St. Lucie, Florida
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: 42751 ARD2, 42761 DT1, 42751 DT2, 18445 MP. 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 Engineering`Sciences, Inc.
Certificate of AuthoJi�atio_ n No 549
/TATE
ard E. Hoaglin, P E.r
OF FLORIDA
Licensed Professional Engineer No. 48796
mriest(ailrkdavis.com
820 Brevard Avenue, Rockledge, Florida 32955 (321) 638-0808 Fax (321) 638-0978
www.UniversalEngineering.com
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
Activity Record
- S Project No: 0310.1500279.0000
LIES Report No: 42751 ARD2 072315
On -Site Time (hrs):
1.50
Lab Time (hrs):
0.00
Travel Time (hrs):
1.25
Total Time (hrs):
2.75
Client: Richard K. Davis Inc.
P.O. Box 186
Fort Pierce, FL 34954
Project: Small Animal Exhibition Hall — Permit No. SLC 1504-0389
15601 W. Midway Road, Fort Pierce, FL 34945
Date of Activity: Thursday, July 23, 2015
Technician: Francois Philippe
As requested, a Universal Engineering Sciences Technician was present at the above referenced project
site for the purpose of earthwork testing for the slab on grade and footing pad.
While on site, the technician observed the general condition of the areas to be tested and performed 3
density test(s) for slab on grade. 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 98% of the maximum dry
density per ASTM D1557.
While on site, the technician observed the general condition of the areas to be tested and performed 2
density test(s) for footing 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 98% of the maximum dry
density per ASTM D1557.
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.
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
"ES Project No: 0310.1500279.0000
UES Report No: 42751-1 DT 072315
In -Place Density Test Report
Client:
Richard K. Davis Inc.
P.O. Box 186
Fort Pierce, FL 34954
Project:
Small Animal Exhibition Hall — Permit No. SLC 1504-0389
15601 W. Midway Road, Fort Pierce, FL 34945
Area Tested:
Slab on grade
Type of Test:
Field: ASTM D-6938 Nuclear Gauge Method
Lab: ASTM D1557
Technician:
Francois Philippe
Date of Test: 07/23/2015
Requirements: 98% 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
(y)
Field Dry
Density
(PCF)
Field
Moist
^/,
Compaction
Comments
(3)
1
25' S 15' E NW comer slab
0 to -1
12.00
18445
114.3
11.4
99
A
2
60' E from W center
0 to -1
12.00
18445
114.6
8.9
99
A
3
15' N 40' W corner SE
0 to -1
12.00
18445
113.8
8.7
98
A
(1) Ref. Datum: 0 = Top of Final Grade
(2)
Proctor
Maximum
Optimum
#
Dry
Moisture
Density
Content
18445
116.0
10.0
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 he reproduced, except in full, without the written approval of Universal Engineering Sciences.
UNIVi ,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
-';ES Project No: 0310.1500279.0000
LIES Report No: 42751-2 DT 072315
In -Place Density Test Report
Client: Richard K. Davis Inc.
P.O. Box 186
Fort Pierce, FL 34954
Project: Small Animal Exhibition Hall — Permit No. SLC 1504-0389
15601 W. Midway Road, Fort Pierce, FL 34945
Area Tested: footing pad
Type of Test: Field: ASTM D-6938 Nuclear Gauge Method
Lab: ASTM D1557
Technician: Francois Philippe
Date of Test: 07/23/2015
Requirements: 98% 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 )
4
20'S 5'W NE comer footing pad
0 to -1
12.00
18445
114.7
12.6
99
A
5
2'W 2'N SE comer footing pad
0 to -1
12.00
18445
113.8
13.7
98
A
(1) Ref. Datum: 0 = Bottom of Footing
(2)
Proctor
Maximum
Optimum
#
Dry
Moisture
Density
Content
18445
116.0
10.0
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.
UNIVERSAL Client No: 0310.1500279.0000
ENGINEERING SCIENCES
Consultants In: Geotechnioal Engineering - Date: July 29, 2015
Environmental Sciences - Construction Materials Testing
820 Brevard Avenue - Rockledge, Florida 32955 - (321) 638-0808
REPORT OF MOISTURE DENSITY RELATIONSHIP OF SOIL
Client: RICHARD K. DAVIS, INC.
P.O. BOX 186
FORT PIERCE FLORIDA 34964
Project: SMALL ANIMAL EXHIBITION HALL
15601 MICHIGAN ROAD
PORT SAINT LUCIE, FLORIDA
Location: NATIVE
Date Sampled: 7123116 Sampled By: FRANCOIS PHILIPPE
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NOTESThis report shall not he reproduced, except in full, without the written approval of Universal Engineering Sciences.