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In, Density Test Report
Client K". Hovnanian:Homes LLC
`3601 Quantum Boulevard Suite 101
Boynton Beach, FL 33426
Project: Waterstone Subdivision Lot 1
5226 Armina Place,P1911-0043 ,,Ft. Pierce, St. Lucie County, FL
Area Tested: House pad
Type of Test: Field: ASTM D-6938 Nuclear Gauge Method Date,of Test: 03/23/2020
Lab: ASTM.D1.557 Modified Proctor
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 Depth Proctor Density Moisture % Comments
No. Location'of Test Range (inch) (2) (PCF) % Compaction (3)
1 NM Test 0-1 ft 12.00 10002 106.3 7.8. 97 A
2 N/E Test 0-1 ft 12.00 10002 108.1 7.9 98 A
3 S/E Test 0-1 ft 12.00 10002 107.7 8.1' 98 A
4 SIWTest 0-1_ft 12.00 10002 106.7 8.0 97 A
(1) Ref. Datum: 0 = Top of Final Grade (3) Comments Key
(2) Maximum Optimum A. Compaction meets min. requirements
Proctor .. Dry Moisture B. Compaction does not meet min. requirements
# Density Content C. Moisture does not meet requirements
10002 110.0 11.0 D. Recompaction required
E. Recompacted, Retested, Meets Requirements
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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.