Assured Self-LR030721~,,,.
/ALPHA TESTING INC.
2209 Wbconsin SY., Sulte 100
Dal1a~ Texas 75229
972/620.8911- 972/263-4937 (Metro)
FAX: 972/4Q6-8023
DAILY FIELD REPORT
TESTED FOR: ASSURED SELF STORAGE DATE: 07/21/03
DESOTO,TEXAS
PROJECT: ASSURED SELF STORAGE FACILITY OUR REPORT NO: 03373-17
COPPELL,TEXAS
TECHNICIAN: B.R.
WEATHER: PARTLY CLOUDY TEMPERATURE RANGE: 91 TO 92
THE ALPHA TECNICIAN TRAVELED TO THE ABOVE REFERENCED SITE AS REQUESTED TO MONITOR ON-
GOING WORK AND PERFORM FIELD TESTING AS REQUESTED.
ON SITE THE TECHNICIAN OBTAINED 1 SOIL SAMPLE FOR LABORATORY PROCTOR ANALYSIS. THE
E WAS OBTAINED FROM THE FOLLOWING LOCATION:
1. SIDEWALK, 30' E OF APPROACH
TOTAL OF 2 FIELD DENSITY TESTS W ERE PERFORMED ON FILL FOR APPROACH AND SIDEWALK. SEE
TTACHED REPORT FOR RESULTS OF FIELD COMPACTION TESTING.
TORY TEST RESULTS FOR ALL RELATED ITEMS REFERENCED ABOVE W ILL FOLLOW ON A SEPARATE
VALK WAS INFORMED OF ALL OBSERVATIONS AND FIELD TEST RESULTS.
COMPLETION OF THE SCHEDULED WORK THE TECHNICIAN RETURNED TO THE LABORATORY.
OF COPPELL
Respec ~mitted,
i
/~ ~
ALpH TESTING, INC.
Our lest results and reports are for the exdusive usa of the tlient (and lhnr tlesiBnaleO recipients on file in our once) antl shell not be reprotlucatl antl/or EistributeE escept vnm express approval or
ALPHA. The use of our nacre anE test results must receive our vrntlen approval. Test results anE repots apply only to the samples tesletl antl/or observetl, antl are not intliptive of tha qualifies of
apparently iEenacal or simlar Speamens.
Geotechnical Engineering .:::Construction Materials Testing -- .Environmental Engineering ._ "-Consulting
~~i~,
ALPHA TESTING. INC.
REPORT OF FIELD
COMPACTION TESTS
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620.8911 - 972/263-4937 (Metro)
FAX: 972/406.8023
TESTED FOR
ASSURED SELF STORAGE
DESOTO,TEXAS
DATE: 07/21/03
PROJECT
TEST DATA:
ASSURED SELF STORAGE FACILITY
COPPELL,TEXAS
OUR REPORT NO.: 03373-17A
TEST
NO.
DATE ELEV.
DEPTH SOIL ID
NUMBER OPTWUM
MOISTURE
% MAXIMUM UB
DRV DENSITY
PCF IN PUCE
MOISTURE
% IN PLACE
ORY DENSITY
PCF PERCENT
COMPACTION
COMMENT
31 07/21/03 FG 2 16.0 107.5 17.6 105 98 1-A
32 07/21/03 FG 2 16.0 107.5 16.8 110 102 1-A
I t51
APPROACH ON MAIN
30'
NE CORNER
CC: CITY OF COPPELL
1. FILL ' A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
~
2. NATURAL SUBGRADE
B.
PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS /
F3~f c
y Submitted
3. LIME STABIL2ED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENT TREATED D. RETEST PH TESTING, INC.
Our test results B reports as torthe ezdusive use of Cie Client (antl tlwiraesgnalatl redpents on file in our office) and shall not be reprotluretl anNor tlistributetl azpept with express approval o(ALPHA. Tha use
of our name 8 test resuas must receive aurvrtitten approval. Test reculls 8 repots apply only to Ne samples lesletl antl/or oDServeQ antl era not intliw4ve of the qualitles of apparently itlen4wl or similar speumens.
Geotechnical Engineenng Po Construction Materials Testing fh Environmental Engineering W Consulting
/r>,-
ALPHA TESTING, INC.
2209 Wisconsin SY., Suite ]00
Dallas, Texas 75229
972/620-8977- 972/263-4937 (Metro)
', FAX: 972/406-8023
Client:
Project:
Our Report Number.:
Material Description:
Classification:
Sample Location:
Method of Test:
Soil Identification Number:
Maximum Dry Unit Weight:
Optimum Moisture Content:
Liquid Limit:
03373 Date: ?/21/03
Brown Clay with Gravel
ASTM-D-698-A
3
101.0 pcf
19.5 % Troxler:
55 ? Humbolt:
~'~
MOISTURE DENSITY RELATIONSHIP
lzs
x
lzo
lls
U
a 110
F
x
w
3
Z 105
7
Y
O
90
100
95
0% 5°/p 10°/a 15% 20°/p 25% 30% 35
MOISTURE CONTENT
Respectfully Submitted By: of Alpha Testing, Inc.
Our test results antl reports are (or the exclusive use of the Client (antl [heir tlesignatetl recepients on file in our OHICB)antl shall not be reprotlucetl antl/pr distributed except
with express approval of ALPHA. The use of our name antl test results must receive our wril¢en approval. Test results antl reports apply only to the samples testetl antllor
observed. antl are not intlicative of the ouallties of apparently itlentical or similar specimens -