Coppell Greens 2-LR 991006October 6, 1999
Argus Development Company
6400 Uptown Blvd. Suite 510 West
Albuquerque, New Mexico
Project: Coppell Greens, Phase III
Project No: 99-132
Report No: 99-132.151
Date: 09-30-99
Date: 09-21-99
Atterberg Limits
A Soiltech Engineering and Testing, Inc. representative was dispatched to 2
borrow pit to obtain samples of proposed select fill soils to be used to I
several lots up to grade at the above referenced location. Two soil samples ~
obtained for Atterberg Limits Testing. The first sample came from the north
corner of the pit and the second sample was from the southwest corner of the
The samples were brought back to the laboratory for testing. The result
listed below.
Sample Location of Sample Liquid Plastic Plasticity Spe
No. Limit Limit Index P.I
1. NW Corner of the Pit 29 15 47 4 t
2. SW Corner of the Pit 35 17 18'` 41
*DOES NOT COMPLY WITH SPECIFICATIONS
SOILTECH ENGINEERING AND TESTING, INC.
'x .. ,i
am s M. Perdue
rials Testing Manager
2502 Gravel Drive • Fort Worth, Texas 76118 • 817.595.0064 telephone • 817.589.7279 metro • 817.595.0708 f
Soiltech
ENGINEERING
& TESTING, INC.
SOIL MOISTURE -DENSITY TEST REPORT
IN -PLACE TESTS BY NUCLEAR METHODS
CLIENT: Argus Development
PROJECT: Coppell Greens -Phase II
REPORT DATE: 10-06-99
REPORT NO.: 99-132.150
SPECIFICATIONS TEST DATA
Percent Compaction: 95% Date Tested: 09-30-99
Moisture Content (%): Technician: J Brimingham
MATER}Al. REFERENCE CURVE DATA
CURVE TEST MATERIAL DESCRIPTION MAX. DRY OPTIMUM
NO. METHOD DENSITY (pct) MOISTURE (%)
1 D698 Li ht Brown Sand Cla 119.8 11.8
tFI.PLACE TEST RESULTS
DEN5ITY AND MOISTURE TESTS ARE PER ASTM D2922, D3017, RESPECTIVELY
TEST
NO. LIFT OR
ELEVATION LOCATION REF.
CURVE DENSITY
lP~ MOISTURE
(%) % OF MAX.
DRY DENSITY
1 Natural Lot 46 Block A 1 116.6 13.4 97
2 Natural Lot 47 Block A 1 115.7 13.1 97
3 Natural Lot 48 Block A 1 118.0 14.5 99
4 Natural Lot 49 Block A 1 113.8 12.7 95
5 Natural Lot 50 Block A 1 115.5 12.4 96
6 Natural Lot 51 Block A 1 115.7 13.7 97
7
~8
9
10
11
12
13
14
NUCLEAR GAUGE I.D.:
STD. DENSITY COUNT:
AN "R" AFTER THE TEST NUMBER INDICATE RETEST.
* INDICATES FAILURE TO COMPLY WITH PROJECT SPECIFICATIONS.
SOIL'TECH ENP~II ,EERIf~C~ AND~TESTING, INC.
~~~~ r~ li~ t ~JJ'si''~~~: GAD
es M. Perdue
Construction Materials Manager
STD. MOISTURE COUNT:
2502 Gravel Drive .Fort Worth, Texas 76118.817.595.0064 telephone • 817.589.7279 metro .817.595.0708 fax
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