St Andrews Est-LR041110
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Da~las, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR: ST. ANDREWS LAND COMPANY
CARROLLTON, TEXAS
DAILY FIELD
REPORT
DATE: 11/10/04
PROJECT:
ST. ANDREWS ESTATES
COPPELL, TEXAS
OUR REPORT NO.: 04219-47
TECHNICIAN: D.M.
WEATHER: CLOUDY
TEMPERATURE RANGE: 60 TO 70
THE ALPHA TECHNICIAN TRAVELED TO THE ABOVE REFERENCED SITE TO MONITOR ON-GOING WORK AND PERFORM
FIELD TESTING AS REQUESTED.
WHILE ON SITE THE TECHNICIAN OBTAINED 3 SOIL SAMPLES FOR LABORATORY PROCTOR ANALYSIS. THE SAMPLE
WAS OBTAINED FROM THE FOLLOWING LOCAT ON:
1) ST. ANDREWS LANE AT STATION 11+33
2) STONEWlCK LANE AT STATION 1+00
3) ST. ANDREWS LANE AT STATION 0+70
BO WAS INFORMED OF ALL OBSERVATIONS AND FIELD TEST RESULTS.
AT THE COMPLETION OF THE SCHEDULED TESTING, THE TECHNICIAN RETURNED TO THE DALLAS OFFICE.
CC:
HENNESSEY ENGINEERING
CITY OF COPPELL
Respectfully Submitted,
ROY VELEZ
ALPHA TESTING, INC.
Geotechnical Engineering /~ Construction Materials Testing /~ Environmental Engineering /2~ Consulting
ALPHA TESTING. INC.
220~ Wisconsin ~t., Suite 100
Dollas, Texos 7522~
972/620-8911 - 972/263-4937 (MelTO)
F~X: 972/406-~023
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:
04219-48 Date: 11/10/04
Brown Sandy Clay
Lime Stabilized
ST. Andrews Lane at
Paving Station 11+33
ASTM D698-A
5L
103.5 pcf
20.0 % Troxler:
27 Humbolt:
6
24.0%
MOISTURE DENSITY RELATIONSHIP
120
115
110
105
05
85
5% 10% 15% 20% 25°/O 30% 35% 40%
MOISTURE CONTENT
Respectfully Submitted By: t/~ V/~'~ Roy Velez
Alpha Testing, Inc.
r lest results and ceports are for the exclusive use of the Ghent (and lheir designated recipients on file in our office) and shall not be reproducec~ and/or distributed except w/ih express approval
~f ALPHA The use of our name and test results must receive our written approval Test resurts and repe~s apply only to the sarnpres tested and/or observed, and are not indrcative of the qualities
ALPHA TESTING, INC.
220~ Wisconsin St., Suite 100
DolIo$, Texos 7522~
972/620-8911 - 972/263-4937 (Meh'o]
F~X: 972/406-8023
Client: St. Andrews Land Company
Carrollton, Texas
Project: St. Andrews Estate
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:
04219-49 Date: 11/10/04
Light Brown Sandy Clay '
Lime Stabilized
Stone Wick Lane at
Paving Station 1+00
ASTM D698-A
6L
100.5 pcf
20.5 % Troxler:
42 Humbolt
14
31.8%
MOISTURE DENSITY RELATIONSHIP
115
110
105
~ ~00
I--
I'-
>..
~o
85
5o
10% 15% 20% 25% 30% 35% 40% 45%
MOISTURE CONTENT
Respectfully Submitted By: ~ ~ Roy Velez
Alpha Testing, Inc.
ir test results and repons are for the exclusrve use of the Chant (and their designated recipients on file in Our office) and shall not be reproduced and/or distributed except wrth express approval
3f ALPHA The use of our name and test results must receive our written approval Test results and reports apply only to the samples tested and/or observed and are not indicative of the qualities
2f apparently ~denllCSI or similar specimens