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ENGINEERING SCIENCES
Consultants In:Geotechnical Engineering•Environmental Sciences
Geophysical Services•Materials Testing•Threshold Inspection
Building Code Administration,Compliance Inspection&Plan Review
820 Brevard Avenue•Rockledge FL 32955-321.638.0808•Fax 321.638.0978
RECEIVED
February 13, 2020
FEB 2 7 2020
Century Complete Homes
3300 Battleground Avenue, Suite 101 ST. Lucie county, Permitting
Greensboro, NC 27410
Attention: Mr. Dan Murray
Reference: Final Foundation Certification for HUD Guidelines
Lakewood Park Lot 0008 79G Fill Soil Lot Conformation
7601 Miramar Ave., Ft. Pierce, St. Lucie County, FL 34951
LIES Project No.:0310.1900516.0007
Dear Mr. Murray;
Universal Engineering Sciences, Inc. was retained by Lally Development, Inc. to provide inspection and testing
Services during the construction of the Lakewood Park Lot 0008 — 7601 Miramar Ave 79G Fill Soil Lot
Conformation in Ft. Pierce,St. Lucie County, Florida.We provided professional observation and materials
testing services and have made every effort to ascertain whether the earthwork and placement of structural fill
material for the foundation were performed in general conformance to the approved specifications and HUD
guidelines.
To the best of ourknowledge, the foundation soil bearing capacity was satisfied according to the compaction
testing dated 0211212020, and meets HUD's guidelines:We do not'undertake the guarantee of the work, nor
do we relieve the contractor of their responsibility to produce a completed project conforming to the project
plans and specifications.
We appreciate to have had the opportunity to provide material testing services for this project. Please do not
hesitate to contact us if you should have any questions, or if we can be of further assistance.
Respectfully submitted
Universal Engineering Sciences
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UNIVERSAL UUES,Project No:
ES DOCS No: 0310.190051.6.0007
ENGINEERING SCIENCES UES Report No: 121325-1 DT021220
Consultants In:Geotechnical Engineering•Environmental Sciences
Geophysical Services•Materials Testing•Threshold Inspection
Building Code Administration,Compliance Inspection&Plan Review
820 Brevard Avenue,Rockledge,FL.32955 -P:321.638.0808 -F: 321.638.0978
In-Place Density Test Report
Client: Century Complete Homes FKA Wade Jurney
3300 Battleground Avenue Suite 101
Greensboro, NC 27410
Project: Lakewood Park- Lot 0008 - 7601 Miramar Ave.
7601 Miramar Ave. , Ft. Pierce, St. Lucie County, FL
Area Tested: House pad # 0008
Type of Test: Field: ASTM D-6938 Nuclear Gauge Method Date of Test: 02/12/2020
Lab: ASTM D1557 Modified Proctor
Technician: Russell Brause
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 SE corner. 0 to-1 ft 12.00 25062 109.7 14.5 98 A
2 SW corner. 0 to-1 ft 12.00 25062 113.4 10.1 101 A
3 ctr of pad.. 0 to-1 ft. 12.00 25062 112.0 11.7 100 A
4 S side ctr of pad.. -1 to.-2 ft 12.00 25062 106.3 14.2 95 A
5 Ctr of pad.. -1 to-2 ft 12.00 25062 110.6 14.7 99 A
6 N side ctr of pad.. -1 to-2 ft 12.00 25062 110.2 14.1 98 A
(1) Ref. Datum: 0 = Top of Fill (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
25062 112.0 11.0 D. Recompaction required
E. Recompacted, Retested, Meets Requirements
Universal performed two 5 feet deep hand auger borings at the northwest and southeast comers.
No organics,deleterious materials or expansive, highly plastic clays were encountered.
The proposed residence can be supported upon conventional shallow footing foundation designed for a maximum allowable soil
bearing pressure of 2,000 pounds per square foot(psf).
Notes:
In Place Density Testing must be scheduled for stem wall backfill and footings prior to concrete placement.
These tests are in addition to the tests performed.
Any additional fill placed will require additional testing at standard unit fees.
This testing covers the house pad only.
Pool and deck areas were not included in this study;these items can only be tested as they are constructed.
Please notify us in the event you wish to test pool subgrade and backfill.
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.
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