Old Townhomes-LR040621/i,, DAILY FIELD
ALPHA TESTING, iNC. REPORT
2209 Wisconsin St., Sulte 100
Daltas, Texas 75229
972/620-8971 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR: CARBON CONSTRUCTION
DALLAS, TEXAS
PROJECT: OLD COPPELL TOWNHOMES
COPPELL, TEXAS
TECHNICIAN: M.H.
WEATHER: CLEAR
DATE: 06/21 /04
OUR REPORT NO.: 03992-26
TEMPERATURE RANGE : 68 TO 91
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 1 SOIL SAMPLE FOR LABORATORY PROCTOR ANALYSIS. THE SAMPLE
WAS OBTAINED FROM THE FOLLOWING LOCATION:
1.) McNEAL DRIVE AT STATION 0+99
WHILE ON SITE, THE TECHNICIAN PERFORMED ON 4 FIELD GRADATION TESTS ON LIME STABILIZED MATERIALS. SEE
ATTACHED REPORT FOR TEST RESULTS.
LABORATORY TEST RESULTS FOR ALL RELATED ITEMS REFERENCED ABOVE WILL FOLLOW ON A SEPARATE
REPORT.
T THE COMPLETION OF THE SCHEDULED TESTING, THE TECHNICIAN RETURNED TO THE DALLAS OFFICE.
CC:
CITY OF COPPELL
.,.... ,,.~ ~~~ ,.,,, ..~ ~~o r,,, rn< ov~e ~~~„A ~ ~~P nFrna ri~enr land rne~r riesinnaten recipients on file in our office/ and shall not be
Respectfully Submitted,
~'h, ~ ~
AARON COTTON, JR.
ALPHA TESTING, INC.
except with express approval of
ALPHA The use of our name and test results must receive our wntten approval Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of
apparently ~denhcal or similar specimens
Geotechnical Engineering / Construction Materials Testing / Environmental Engineering ! Consulting
MECHANICAL
ALPHA TESTING, INC. STABILIZATION /MODIFICATION
2209 Wisconsin St., Suite 100
972/620-89 ] 175 9~ /263-4937 (Metro) FINAL MIX
FAX: 972/406-8023
TESTED FOR: CARBON CONSTRUCTION DATE: 06/21/04
RICHARDSON, TEXAS
PROJECT: OLD COPPELL TOWNHOMES OUR REPORT NO.: 03992-26A
COPPELL, TEXAS
AREA OF WORK: MOBILY AND MCNOAL DRIVE
DATE CEMENT ~ LIME QX INITIALLY APPLIED 06/18/04
DATE OF FINAL MIXING 06/21/04
TEST LOCATION(S): Rio PASSING % PASSING
1 3/4" SIEVE #4 SIEVE
1. MOBILY DRIVE AT STATION 0+50 100% 68%
2. MOBILY DRIVE AT STATION 1+15 100% 71%
3. McNEAL DRIVE AT STATION 0+25 100% 70%
4. McNEAL DRIVE AT STATION 1+00 100% 68%
REMARKS:
CC: CITY OF COPPELL
spectfully Sub fitted,
AARON COTTON, JR.
ALPHA TESTING, INC.
Our test ~esulls antl ~epons are for the exclusive use of the Client (and their designated recipients on ftle in our officei and shall not be reproduced and/or dislnbuted except with express approval of
HL PHa The use of our name and test results must recewe our wrdten approval rest results and reports apply only to the samples tested andror observed, and are not indicative of the qualities of
apparently iden~~cal or s mlar specimens
Geotechnica! Engineering / Construction Materials Testing i Environmental Engineering i- Consulting
Our Report Number.: 03992-27 Date: 6/21/04
///i,
/ Material Description: Brown Clay
Classfication:
bilized
Lime Sta
ALPHA TESTING, INC. Sample Location: McNeal Drive
2209 Wisconsin St., Surte 100 Station 0+99
Dallas, Texas 75229
972/620-891 1 - 972/263-4937 (Metro)
Method of Test:
ASTM D698-A
FAX: 972/406-8023 Soil Identification Number: 4L
Client: Carbon Construction Maximum Dry Unit Weight: 105.5 pcf
Richardson, Texas Optimum Moisture Content: 17.5 % Troxler:
Liquid Limit: 34 Humbolt:
Project: Old Coppell Townhomes Plasticity Index: 10
Coppell, Texas % Finer Than No. 200 Sieve: 11.8%
MOISTURE DENSITY RELATIONSHIP
125
120
115
~.,
v
N
110
F-
C~
W
F' 105
Z
}
100
95
90 ~
0%
5% 10% 15% 20% 25% 30% 35%
~IO~OIS~.UR CONTE
Respectfully Submitted By: 1
S n Perry
ha Testing, Inc.
it test results and reports are for the exclusive use of the Client (and their designated recipients on file ~.n our office) and shall not be reproduced and/or distributed except with express approval
ALPHA. The use of our name and test results must recer~e cur written appro~-al Test results and reports apply only to the samples tested and(or observed. and are not indicative of the yualiC~~es
apparently identical or similar specimens.