Coppell Heights 9-LR090605DAILY FIELD REPORT
CLIENT: MJR Environmental Inc.
7953 Pinkerton Ct.
Plano, TX 75025
PROJECT: Coppell Heights
920 S. Belt Line
Coppell, Texas
WEATHER CONDITIONS: Sunny
DATE OF REPORT: 06/05/09
REPORT NO. 09- DM3633 -13
TEMPERATURE RANGE: 83 TO: 87
THE GETI TECHNICIAN WAS DISPATCHED TO THE ABOVE REFERENCED PROJECT SITE TO PERFORM LIME DEPTH CHECK
AND PICK UP SOIL SAMPLE AS REQUESTED.
THE GETI TECHNICIAN PERFORMED THE LIME DEPTH CHECK ON THE LIME STABILIZED SUBGRADE SOIL AT THE MEDIAN ON
BELTLINE ROAD. THE LIME DEPTH WAS 6.5 Et 7 INCHES RESPECTIVELY. IT SHOULD BE NOTED THAT THE TEST LOCATION
WAS DETERMINED BY CITY INSPECTOR. CITY INSPECTOR WAS INFORMED OF ALL THE TEST RESULTS.
WHILE ON THE SITE, THE GETI TECHNICIAN OBTAINED ONE (1) MODIFIED SOILS SAMPLE FROM MEDIAN AT BELTLINE ROAD.
LABORATORY TEST RESULTS WILL FOLLOW ON A SEPARATE REPORT.
GETI Tech: Cody
Remarks:
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Reviewed by: --
Syed S. Afsar, P.E.
Project Engineer
GETI
2712 Satsuma Dr. Suite 400
Dallas, Texas 75229
PH# 972- 488 -3500
MOISTURE /DENSITY RELATIONSHIP OF SOILS
CLIENT: MJR Environmental Inc.
7953 Pinkerton Ct.
Plano, TX 7 02
PROJECT: C ppell Heights
920 S. Belt Line
Coppell, Texas
DATE OF SERVICE: 06/05/09
REPORT NO. 09- DM3633 -14
TEST METHOD: ASTM D -698
SAMPLE IDENTIFICATION
Sample Description:
Dark Brown Lime Stabilized CLAY
Sample Origin:
Median at the Belt Line Road
Proctor ID:
3
Preparation Procedure:
Moist
Rammer Description:
Mechanical
Maximum Dry Density: (lbs /cu ft):
93.6
Optimum Moisture Content ( %)
27.9
ATTERBERG LIMITS
Liquid Limit:
30
Plastic Limit:
20
Plasticity Index:
10
GETI Technician Cody -
Reviewed by
Syed . Afsar, P.E.
Project Engineer
GETI
2712 Satsuma Dr. Suite 400
Dallas, Texas 75229
ph# (972) 488-3500