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Michael C. Anderson, Architect
(772) 418-2118
June 23, 2017
To: Building Official
St. Lucie County, Florida Building Department
Re: Renar-Development—Cayman 1763 B model
Morningside Community
9301 Portside Drive, Ft. Pierce, Florida 34945
Permit Number: 1703-0373
The purpose of this letter is to verify that the clean fill shall be compacted to a minimum density of
95% as determined by ASTM D-1557.
Please call if you have questions, (772)418-2118.
Sincerely,
Michael Anderson
Architect_
Fl. Lic. AR0017305
Ar iman & Associates -ic.
Certificate of Authorization No. 595O
460 NW Concourse Place, Unit 1
Port St. Lucie, Florida 34986
Phone: (772) 878-0072
Fax: (772) 878-0097
FIELD DENSITY TEST REPORT
PROJECT: Morningside FILE NO.: 15-5434A
REPORTED TO: Renar Homes
DATE OF TEST: 6/27/2017 Permit No. 1703-0373
- TEST 9330 Breakers Row, Lot 03,Block 10 MDR MOISTURE CONTENT DRY PERCENT DEPTH
NO. NO. % DENSITY COMPACTION LOCATION
1 Northeast Corner of Slab 1 8.5 116.8 97 0 to-1'
2 Northwest Corner of Slab 1 9.2 117.4 97 0 to-1'
3 Southeast Corner of Slab 1 7.4 116.5 97 0 to-1'
4 Southwest Corner of Slab 1 8.8 118.2 98 0 to-1'
5 Center of Slab 1 7.1 117.7, 98 0 to-1'
*DENOTES IN-PLACE DENSITY TEST DOES NOT MEET MINIMUM COMPACTION REQUIREMENT OF 95 PERCENT
FIELD TEST: [j ASTM D-2937 - ASTM D 6938 [j ASTM D-2167 ( ASTM D-1556
TECHNICIAN: AR
Test depth referenced from:
LABORATORY MOISTURE-DENSITY RELATIONSHIP Top of Slab Subgrade
MDR ASTM MAX. OPTIMUM
NO. TEST METHOD DENSITY MOISTURE
CONTENT
1 D-1557 120.5 PCF 9% Remarks:
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