Trinity Shores-LR020605~GEOTECHNICAL & MATERIALS ENGINEERS
FIELD DENSITY REPORT
CLIENT: Ken-Ran Development
2125 N. Josey Lane, Suite 202
Carrollton, Texas 75006
PROJECT: Proposed "Trinity Shore Estates"
Sandy Lake Road
Coppell, Texas
DATE OF REPORT: 06/05/02
REPORT NO. 02-DM857-6A
MOISTURE/DENSITY RELATIONS
Proctor # Description MaXimum Dry Optimum
Density (pcf) Moisture (~)
1 Gary and light brown SHALY CLAY (CH) with a trace of gravel 95.8 27.0
2 Gray and light brown SHALY CLAY with a trace of gravel 102.8 21.0
3 Gray and tannish brown SHALY CLAY (CH) with some gravel 99.7 22.5
TEST RESULTS
Test# Proctor# Lift (ft) LOCATION. Unit Dry Moisture Maximum Dry
Trinity Court Weight Content (%) Density (;~)
3 2 FG-0.5 In front of Lot #15 97.7 23.1 95
4 2 FG-I.O In front of Lot #15 99.1 24.4 96
5 2 FG-0.8 In front of Lot #16 100.1 23.8 9/
6 2 FG-1.2 In front of Lot #16 98.4 22.4 96
7 2 FG-0.5 In front of Lot #18 99.1 24.6 96
8 2 FG-I.0 In front of Lot #18 97.8 25.1 95
Remarks: complies with project specifications, unless otherwise noted
Reviewed by:,
GETZ
2630 Northaven Road #106
Dallas. Texas
Ph# (972) 488-3500 Fax #(97£) 488-8844
ar. P.
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· GEOTECHNICAL & MATERIALS ENGINEERS
HO~$TURE/DEN$~TY RELATTONSHTP OF SOILS
CLIENT: Ken-Ran Development
2125 N. Josey Lane, Suite 202
Carrollton, Texas 75006
PROJECT: Proposed "Trinity Shore Estates"
Sandy Lake Road
Coppell, Texas
DATE OF REPORT: 06/05/02
REPORT NO. 02-DM857-5
SAMPLE DATE: 06/05/02
METHOD OF TEST: ASTM D-698
SAMPLE IDENTIFICATION,
Sample Description: Gray and brown SHAL¥ CLAY (CH) with some gravel
Sample Origin~ Subgrade at storm drain line area- 6' below
ground surface
Proctor ID #3
MOISTURE/DENSITY:
Preparation Procedure: Moist
Rammer Description- Mechanical
Maximum Dry Density: (lbs/cu ft): 99.7
Optimum Moisture Content (~): 22.5
A1-TERBERG LIMITS:
Liquid Limit: 56
Plastic Limit: 22
Plasticity Index: 34
GETI Technician: RV ..
Reviewed
GETI
2630 Northaven Road #106
Dallas, Texas
Ph #(972) 488-3500 fax#(972) 488=8844