St Andrews Est-LR040312ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 7522~
972/620~911 - @72/263-4¢37 (Metro)
FAX: ¢72/406~802S
Client: St. Andrews Land Company
Carrollton, Texas
Project: St. Andrews Estates
Coppell, Texas
Our Report Number.:
Material Description:
Classification:
Sample Location:
Method of Test:
Soil Identification Number:
Maximum Dry Unit Weight:
Optimum Moisture Content:
Liquid Limit:
Plasticity Index:
% Finer Than No. 200 Sieve:
04219-5 Date: 3/12/04
Reddish Tan Sandy Clay trace Gravel
(CL)
Stockpile
30'N X 40'E SW Corner of Jobsite
ASTM D698-A
4
114.5 pcf
13.5 % Troxler:
33 Humbolt:
16
51.2%
MOISTURE DENSITY RELATIONSHIP
130
125
120
-- 115
I--
,1-
~" ~o
z
>-
105
100
95
0% 5% 10% 30%
35%
Respectfully Submitted By:
Our test results and reports are for the exclusive use of ~
with express approval of ALPHA The use of our name and test results must receive ~
observed and are not indicative of the Qualihes of a~}Darentlv rdenticar or simil
of Alpha Testing, Inc,
ALPHA TESTING, INC.
220~ Wisconsin St.. Suite 100
Dallas, Texas 75229
972/620~911 - 972/263-4937 (Metro)
FAX: 972/406-8023
Client: St. Andrews Land Company
Carrollton, Texas
Project: St. Andrews Estates
Coppell, Texas
Our Report Number.:
Material Description:
Classification:
Sample Location:
Method of Test:
Soil Identification Number:
Maximum Dry Unit Weight:
Optimum Moisture Content:
Liquid Limit:
Plasticity Index:
% Finer Than NQ 200 Sieve:
04219-4 Date: 3/12/04
Brown Silty Sandy Clay trace Gravel
(CH)
Stockpile
30'N X 35'E SW Corner of Jobsite
ASTM D698-A
3
95.5 pcf
24,0 % Troxler:
53 Humbolt:
25
56.3%
110
MOISTURE DENSITY RELATIONSHIP
105
100
95
90
85
80
10% 15% 20% 35% 40% 45%
Respectfully Submitted By:
Our test results and reports are for the exclusive use of the Client
wl[h express approva~ of ALPHA The use of our name and test results must receive our wnttte
of Alpha Testing, Inc.
!produced and/or dislributed except
potls apply only to the sarnpIes tested and/or
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
D~llos, Texos 75229
972/62C~8~11 - @72/2~3-4937 (Metro)
FAX: 972/40~8023
Client: St. Andrews Land Company
Carrollton, Texas
Project: St. Andrews Estates
Coppell, Texas
Our Report Number.:
Material Description:
Classification:
Sample Location:
Method of Test:
Soil Identification Number:
Maximum Dry Unit Weight:
Optimum Moisture Content:
Liquid Limit:
Plasticity Index:
% Finer Than No. 200 Sieve:
04219-3 Date: 3/12/04
Dark Tan Silty Clay trace Gravel
(CH)
Stockpile
30'N X 25'E SW Corner of Jobsite
ASTM D698-A
2
96.5 pcf
24.5 % Troxler:
62 Humbolt:
36
73.9%
110
105
lo0
95
90
85
8O
75
10%
MOISTURE DENSITY RELATIONSHIP
15% 20% 35% 40% 45%
MOI~
Respectfully Submitted
of Alpha Testing, Inc
produced arid/or dlslrlbuted excepl
y onty [o the samples Jested and/or
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dollos, rexos 7522~
972/620-8{)11 - 972/263-4937 (Metro)
FAX: 972/406-8023
Client: St. Andrews Land Company
Carrollton, Texas
Project: St. Andrews Estates
Coppetl, Texas
Our Report Number.:
Material Description:
Classification:
Sample Location:
Method of Test:
Soil Identification Number:
Maximum Dry Unit Weight:
Optimum Moisture Content:
Liquid Limit:
Plasticity Index:
% Finer Than No. 200 Sieve:
04219-2 Date: 3/12/04
Brown & Tan Shaley Clay
(CH)
Stockpile
30'N X 15'E of SW Corner of Jobsite
ASTM D698-A
1
90.5 pcf
28.5 % Troxler:
72 Humbolt:
40
94.0%
110
105
100
95
90
85
80
MOISTURE DENSITY RELATIONSHIP
10% 15% 20% 35% 40% 45%
Res ~ Submitted By:
of Alpha Testing, Inc.
~ce) ad shaJ~ n I be reproduced and/or d~sff,buted except
ALPHA TESTING, INC.
220~ Wisconsin St.. Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406~023
TESTED FOR: ST. ANDREWS LAND COMPANY
CARROLLTON, TEXAS
DALLY FIELD
REPORT
DATE: 03/12/04
PROJECT:
ST, ANDREWS ESTATES
COPPELL, TEXAS
OUR REPORT NO.: 04219-1
TECHNICIAN: R.M
WEATHER: CLOUDY TEMPERATURE RANGE: 50 TO 60
THE ALPHA TECHNICIAN TRAVELED TO THE ABOVE R~-~-bHENCED SITE TO MONITOR ON-GOING WORK AND
PERFORM FIELD TESTING AS REQUESTED.
WHILE ON SITE THE TECHNICIAN OBTAINED 4 SOIL SAMPLE FOR LABORATORY PROCTOR ANALYSIS. THE SAMPLES
WERE OBTAINED FROM THE FOLLOWING LOCATIONS:
1.) STOCKPILE, 30' N AND 15' E FROM THE SW CORNER OF JOB SITE
2.) STOCKPILE, 30' N AND 25' E FROM THE SW CORNER OF JOB SITE
3.) STOCKPILE, 30' N AND 35' E FROM THE SW CORNER OF JOB SITE
4.) STOCKPILE, 30' N AND 40' E FROM THE SW CORNER OF JOB SITE
~ABORATORY TEST RESULTS WILL FOLLOW ON A SEPARATE REPORT.
JOHN WAS INFORMED OF ALL OBSERVATIONS AND FIELD TEST RESULTS.
AT THE COMPLETION OF THE SCHEDULED TESTING, THE TECHNICIAN RETURNED TO THE DALLAS OFFICE.
3C:
NONE
Res ;9'Li mitten,
ALPHA The use of our name and test result S must receive our written approval Test results and cepods apply only ~o tl~e samples tested and/or obserVed and are not indicative of the qualities of
apparently identical or s~m~lar specimens
geotechnical Engineering · Constructioe Materials Testing · Environmental Engineering · Consulting