HomeMy WebLinkAbout344 Red Rose Ln93 UNIVERSAL wo S Projectrder o: 9275492-1008.0000
ENGINEERING SCIENCES Report Date: 1/25/2017
Consultants In: Geotechnical Engineering - Environmental Sciences
Geophysical Services - Construction Materials Testing - Threshold Inspection
Building Inspection - Plan Review - Building Code Administration
3532 Maggie Blvd, Orlando, 32811 - P: 407.423.0504 - F: 407.423.3106 0 — le
In -Place Density Test Report
Client- Taylor Morrison of Florida, Incorporated
- UES Technician: Antonio Scuturo
2600 Lake Lucien Drive Suite 350
Maitland, FL 32751 Date Tested: 01/25/2017
Project: Thornbrooke 40s & 50s, SF House Lots
Various Lots, Sanford, Seminole County, FL 32771
Area Tested: House pad / Lot - 12
Material: Fill
Reference Datum: 0 = Top of Fill
Type of Test:
Field: ASTM D-2937 Drive Cylinder Method
Laboratory: ASTM D1557 Modified Proctor
The tests below meet the minimum 95% relative soil compaction requirement of Laboratory Proctor maximum dry density.
Test
aximum
ptimum
Field Dry
Field
Soil
Fill
Depth
Pass
No.
Location of Test
Range
Density
(p er
Moisture
1%)
Density
(pd)
Moisture
(%)
Compaction
(%)
(inch)
or Fail
1
NE corner of lot
1-2 ft
105.4
11.8
109.0
6.7
103
N/A
Pas:
2
1SW corner of lot
1 2-3 ft
1 105.41
11.8
1 109.7 1
5.2
1 104
1 N/A
1 Pas:
Remarks: 344 Red Rose Ln.
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