Assured Self-LR030723~,,,.
/ALPHA TESTING INC.
2209 w(scons/n SY., sutra 100
lbllas, texas 75229
972/620-8911- 972/263-4937 (Metro)
FAX: 972/406-8023
DAILY FIELD REPORT
TESTED FOR: ASSURED SELF STORAGE
DESOTO,TEXAS
PROJECT: ASSURED SELF STORAGE FACILITY
COPPELL,TEXAS
TECHNICUUJ: M.H.
WEATHER: CLEAR
DATE: 07/23/03
OUR REPORT NO: 03373-19
TEMPERATURE RANGE: 88 TO 90
ALPHA TECNICIAN TRAVELED TO THE ABOVE REFERENCED SITE TO MONITOR ON-GOING WORK AND
=ORM 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. FACILITY ENTRANCE, 15' E AND 90' N FROM THE NE CORNER OF OFFICE BUILDING
(LABORATORY TEST RESULTS WILL FOLLOW ON A SEPARATE REPORT.
IRON VALK WAS INFORMED OF ALL OBSERVATIONS AND FIELD TEST RESULTS.
COMPLETION OF THE SCHEDULED WORK THE TECHNICIAN RETURNED TO THE LABORATORY.
.Y OF COPPELL
Respecttull miffed,
ALPWA TWG, INC.
Our test results and report4 are far the exdusive use at the Uienl (anE (heir E¢signale0 recipients on fle in our pH¢e) and shall not ¢e reprotluce0 and/w tlistributetl except with express approval pf
ALPHA. The use of our name anE Int recalls nest receive eur vmEen anernvai T.zt r.cuus .nn ..Hoot .nd„ now m m. eemni.e ,.emn Homo. nem..,w .M a.. nn~ ~nn~~m~w nr m. n~~.sr.. nr
apparen0y iamufHl IX Slllmlar SpapmMS.
Geotechnical Engineering - CConstruction Materials Testing !' Environmental Engineering f -'Consulting
~,,,,
/ALPHA TESTING INC.
2209 Wlsconsln St., Sulte 10D
Dallas, Texas 75229
972/620-8911- 972/263-4937 (Metro)
FAX: 972/406-8023
DAILY FIELD REPORT
TESTED FOR: ASSURED SELF STORAGE DATE: 07/23/03
DESOTO,TEXAS
PROJECT: ASSURED SELF STORAGE FACILITY OUR REPORT NO: 03373-23
COPPELL,TEXAS
TECHNICIAN: M.H.
WEATHER: PARTLY CLOUDY TEMPERATURE RANGE: 83 TO 85
THE ALPHA TECNICIAN 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. STOCKPILE ON WEST SIDE OF OFFICE BUILDING
A TOTAL OF 1 FIELD DENSITY TEST WAS PERFORMED ON BASE MATERIAL FOR PAVING. SEE ATTACHED
REPORT FOR RESULTS OF FIELD COMPACTION TESTING.
LABORATORY TEST RESULTS FOR ALL RELATED ITEMS REFERENCED ABOVE W ILL FOLLOW ON A SEPARATE
REPORT.
RON VALK WAS INFORMED OF ALL OBSERVATIONS AND FIELD TEST RESULTS.
AT COMPLETION OF THE SCHEDULED WORK THE TECHNICIAN RETURNED TO THE LABORATORY.
OF COPPELL
7
Respec~ mitted,
/ ,~
ALJDXiA STING, INC.
our lest results and fepodS are fw the exclusive use df NC diem (and (heir designated recipients on nle in our onice(ana shrill not he reprpduce0 80wor OlsmpNea except cairn express approval a~
moue •n. ~~.. ,.r ,.~~. ,,.,.~. .,.n mm ...~~u. ~.. ~.I ...e~~. ,.~~. ,...w.,, .~,..,.~a i.cr ..a me nnn mnnn~ and„ nnm m ma mmniac tnaran and/nr nhservetl. and are not intlicative o! the qualities of
apparenuy identical or simlar specimens.
Geotechnical Engineering (Construction Materials Testing Environmental Engineering -_: Consulting
~i\
REPORT OF FIELD
COMPACTION TESTS
ALPHA TESTING, INC.
2209 Wlscoruln St., Suite 100
Dallas, Texos 75229
972/620-0911 - 972/263-4937 (Mefro)
FAX: 972/406-8023
TESTED FOR ASSURED SELF STORAGE
DESOTO,TEXAS
DATE: 07/23/03
PROJECT ASSURED SELF STORAGE FACILITY
COPPELL,TEXAS
TEST DATA:
OUR REPORT NO.: 03373-23A
TEST
NO.
DATE ELEV.
DEPTH SOIL ID
NUMBER OPTIMUM
MasruRE
% MAXIMUM LAB
ORV DENSITY
PCF IN PUCE
MOISTURE
% IN PLACE
DRV DENSITY
PCF PERCENT
COMPACTION
COMMENT'
33 07/23/03 SG 4 8.5 131.5 6.2 123 94 1-A
TEST LOCATION:
WEST BOUND TURN LANE. CENTER OF BELTLINE ROAD 50' W FROM THE EAST END
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 RespecHully SubmIHBG
7. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENT TREATED D. RETEST ALPHA TESTING, INC.
Our teal resulU & reports are for the extlusive we ol0e Client (and Moir tlesi0netetl redpients an file in our office) and shall not be reprotlucatl and/or tlisltlbuletl except wiN express approval of ALPHA. The use
of our name & teat results must receive our wnttan approval. Taal msulb B reports apply only to the aemplea lesletl antllw observeQ antl ere Irol iMicative of the qualities of apparently itlenficel or similar spedmens.
Geotechnica/ Engineering G Construction Materials Testing fb Environmental Engineering Po Consulting
%~~
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8911- 972/263-4937 (Mefro)
FAX: 972/406-8023
Client:
Project:
Our Report Number.: 03373 Date: 7/23/03
Material Description: Tan Sandy Clay
Classification: Flex Base
Sample Location: Stockpile West Side of Office
US~~ uw~ s'ue' ~~~
Method of Test: ASTM-D-698-C ~ lr ~
Soil Identification Number: 4
Maximum Dry Unit Weight: 131.5 pcf
Optimum Moisture Content: 8.5 % Troxler:
Liquid Limit: 22 Humbolt:
Plasticity Index 6
MOISTURE DENSITY RELATIONSHIP
145
140
135
v
a 130
F-
2
t7
W
F-
Z 125
Y
K
120
115
5% 10% 15% 20% 25% 30% 35%
MOISTURE CONTENT
110 ~-
0
Respectfully Submitted By: of Alpha Testing, Inc.
Our test results antl reports are for the exclusive use of the Client (and their tlesignatetl recepien(s on file in cur office) antl shall not be reproduced antllor distributetl except
with express approval of ALPHA. The use of our name and test results must receive our writlten approval. Test results and reports apply only 1° the samples testetl antl/or