My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
97-6975
Zephyrhills
>
Building Department
>
Permits
>
1997
>
97-6975
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/4/2009 3:05:03 PM
Creation date
8/10/2006 8:56:58 AM
Metadata
Fields
Template:
Building Department
Building Department - Doc Type
Permit
Permit #
97-6975
Building Department - Name
MATT STONE
Address
3749 COPELAND DR
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
22
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
<br />SOIL TESTING <br /> <br />~ <br /> <br />FIELD DENSITY - PERCENTAGE OF COMPACTION REPORT <br />Florida Testing & Environmental, Inc. <br /> <br />P,O, BOX 5603 Lakeland, Florida 33807 . Telephone (941)648-1000 <br />. Fax (941)648-4799 <br /> <br />Project: <br /> <br />Matt Stone <br />Chancey Road, Zephyrhills <br /> <br />Date: <br /> <br />9-19-97 <br /> <br />Lab No: <br /> <br />3 D (Page 1) <br />97-3002 <br /> <br />Client: <br /> <br />Bollenback Builders <br />3784 Tampa Road <br />Oldsmar, Florida 34677 <br /> <br />Job No: <br /> <br />Technician: <br /> <br />Chad Mountcastle <br /> <br />Contractor: <br /> <br />Bollenback Builders <br /> <br />Weather Conditions: Partly Cloudy <br /> <br /> ASTM - D 2922 IN PLACE FIELD DENSITIES - DATE MADE 9-16-97 T I <br /> H N <br /> I C <br />Test In-Situ In-Pia Lab Compaction Percent C H <br /> K E <br />No. Location of Test Moisture Dry Max. N S <br /> Percent Density Density E <br /> PCF PCF Attained Required S <br /> S <br /> Footers - Fine SAND <br />1 1st Pad S. Of N. End E. Footer 6.5 110.2 112.0 98 95 - <br />2 2nd Pad S. Of N. End E. Footer 6.2 106.5 112.0 95 95 - <br />3 3rd Pad S. Of N. End E. Footer 5.5 107.6 112.0 96 95 - <br />4 4th Pad S. Of N. End E. Footer 6.5 109.3 112.0 98 95 - <br />5 5th Pad S. Of N. End E. Footer 5.0 108.7 112.0 97 95 - <br />6 6th Pad S. Of N. End E. Footer 7.1 110.5 112.0 99 95 - <br />7 7th Pad S. Of N. End E. Footer 8.8 110.0 112.0 98 95 - <br />8 1st Pad W. Of E. End S. Footer 9.3 107.2 112.0 96 95 - <br />9 2nd W. Of E. End S. Footer 10.2 108.9 112.0 97 95 - <br />10 3rd W. Of E. End S. Footer 8.2 109.1 112.0 97 95 - <br />11 151 Pad N. Of S. End W. Footer 7.5 106.9 112.0 95 95 - <br />12 2nd N. Of S. End W. Footer 6.0 108.8 112.0 97 95 - <br /> <br />The Percentage of compaction for the in-place density tests are based on laboratory Mo' elations Tests As Follows: <br />LAB NO: 1 P MAXIMUM DRY DENSITY: 112.0 Pef OPT M MOISTURE CO <br /> <br />REPORT DISTRIBUTION: 1: Addressee <br />1: Pasco County Inspection <br />1: Matt Stone <br />1: Ewell Industries -Concrete Only <br /> <br /> <br />
The URL can be used to link to this page
Your browser does not support the video tag.