Old Townhomes-LR040427ALPHA TESTING, INC.
2209 Wisconsin St., Suite
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR: CARBON CONSTRUCTION
DALLAS, TEXAS
DAILY FIELD
REPORT
DATE: 04~27~04
PROJECT:
OLD COPPELL TOWNHOMES
COPPELL, TEXAS
OUR REPORT NO.: 03992-4
TECHNICIAN: S.C.
WEATHER: CLEAR
TEMPERATURE RANGE: 70 TO 82
!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 SAMPLES
VERE OBTAINED FROM THE FOLLOWING LOCATIONS:
1 .) STORM SEWER LiNE A AT STATION 1+80
2.) NORTHWEST CORNER OF BLOCK H, PAD 9
3 ) SANITARY SEWER LINE AAT STATION 1+78
ABORATORY TEST RESULTS WILL FOLLOW ON A SEPARATE REPORT
AT THE COMPLETION OF THE SCHEDULED TESTING, THE TECHNICIAN RETURNED TO THE DALLAS OFFICE.
CC:
NONE
Respectfully Submitted,
AARON COTTON, JR.
ALPHA TESTING, iNC.
Our [es~ ~esults and reports a,e for ~ne exclusive use of the Chent ,:and their designated rec,plen[s on file in our off~ce~ and shall no[ be reproduced and/or d~stributed except with express approval of
AI PHA The LIS(' O[ our name and ~est results rnust rece ye our ~ rltten approval Test results and reports appy only [o the samples tested 8qdFor ooserved and are not indicatwe of the quaNtles of
Geotechnical Engineering Construction Materials Testing / Environmental Engineering ,/ Consulting
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263-4937 [Metro)
FAX: 972/406-8023
Client: Carbon Construction
Dallas, Texas
Project: Old Coppell Townhomes
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:
03992-7 Date: 4/27/04
Brown & Tan Sandy Clay trace Gravel
(SC)
Northwest Corner
Block A Pad 9
ASTM D698-A
3
119.5 pcf
11.5 % Troxler:
28 Humbolt:
13
38.7%
Z
>-
n,
~3
140
135
130
125
120
115
110
105
0%
MOISTURE DENSITY RELATIONSHIP
5% 10% 20% 25% 30% 35%
CONTEi
Respectfully Submitted By: ~
Perry
Alpha Testing, Inc.
)Ur [est resu~15 and reports are for the exclusive use ot the Chent (and th81I deslgna[ed reclp,ents on file in our office} ard shall not be reproduced and/or distributed except with express approval
of ALPHA The use of our name and lest results must receive our written approval Test resulfs and reports apply only to the samples tested and/or observed and are not indicative of the qualities
o~ apparer~tl¥ ident gal or similar speolmeR s