HomeMy WebLinkAboutDentity Report Ar '- iman & Associates c.
Certificate.of Authorization,No. 5950
} 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. 1703-0371
TEST MDR MOISTURE.- DRY PERCENT DEPTH
NO. 9334 Breakers Row,Lot 02,Block 10 NO CONTENT DENSITY COMPACTION LOCATION
1 Northeast Corner of Slab 1 7.3 117.5 98 0 to-1,
2 Northwest Corner of Slab 1 7.5 116.8 97 0 to-V
3 Southeast Corner of Slab 1 8.8 116.4 98 0 to-1,
4 Southwest Corner of Slab 1 8.7' 118.2 98 0 to-V,
5 Center of Slab 1 9.2 118.0 98 0 to-1,
*DENOTES IN-PLACE DENSITY TEST DOES NOT MEET MINIMUM COMPACTION REQUIREMENT OF 95 PERCENT
FIELD TEST: [j ASTM D-2937 (r ASTM D-6938 �]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: \\ I I' 1�/®0/
17- ®� No. 63911
10 STATE OF
RID , all c
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