Assured Self-LR030724~,,,.
/ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
1Jallas, Texas 75229
972/620-8911- 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR: ASSURED SELF STORAGE
DESOTO,TEXAS
PROJECT: ASSURED SELF STORAGE FACILITY
COPPELL,TEXAS
DAILY FIELD REPORT
DATE: 07/24/03
OUR REPORT NO: 03373-21
TECHNICIAN: M.H.
WEATHER: CLEAR
TEMPERATURE RANGE: 85 TO 86
THE ALPHA TECHNICIAN TRAVELED TO THE ABOVE REFERENCED PROJECT, AS REQUESTED, TO OBTAIN 1
SET OF 3 CLIENT MADE CYLINDERS.
THE ON SITE REPRESENTATIVE THE CYLINDERS WERE MOLDED FROM THE FOLLOWING LOCATION:
SET 1- WEST BOUND TURN LANE OF BELTLINE ROAD, 45' W FROM THE EAST END OF THE LANE
(CAST ON 07/23/03)
E CYLINDERS WERE RETURNED TO THE LABORATORY FOR PROCESSING.
LABORATORY COMPRESSION TEST RESULTS W ILL FOLLOW ON A SEPARATE REPORT.
AT COMPLETION OF THE SCHEDULED WORK THE TECHNICIAN RETURNED TO THE LABORATORY.
CC:
CITY OF COPPELL
Respe u S bmitted,
A H ESTING, INC.
Dur lest results an0 reports are for the exclusive use o(Ine client (and inev oesignaletl reraprenls on (rte rn our oPoce) and shall not be reprotlucetl an0/or bislnbuletl except wrin express approval pl
9LPHN. Tne use or our name ane test results most rere,ve our wriven annrn~.a, Tra .oadr~ inn m~„nc ~~ni„ ,.m„ r~ Ino ~~...,.Ie, ream ~.,nm, ,.nom>~.en ~„n ~.e .,,.r .,.n,.~e„e ,.r me ,.~.~er~a. ,.,
apparently i0¢atiCdl Or srnvler 5pecrn,¢n5.
Geotechnical Engineering OGConstruction Materials Tesfing OL~nvironmental Engineering OGConsulting
REPOT, ,' OF FIELD
~~i~, COMPACTION TESTS
ALPHA TESTING, INC.
2209 Wisconsin St., Suite I00
Dallas, Texos 75229
972/620-891 ! - 972/263-4937 (Meho)
FAX: 972/406-8023
TESTED FOR ASSURED SELF STORAGE
DESOTO,TEXAS
PROJECT ASSURED SELF STORAGE FACILITY
COPPELL,TEXAS
TEST DATA:
DATE: 07/23/03
REVISED: 08/14/03
OUR REPORT NO.: 03373-23A
TEST
NO.
DATE ELEV.
DEPTH SOIL ID
NUMBER OPTIMUM
MolsruRE
% MAXIMUM UB
DRV DENSTV
PCF IN PUCE
MOISTURE
% IN PLACE
DRY DENSITY
PCF PERCENT
coMPACnoN
COMMENT'
33 07/23/03 SG 4 8.5 131.5 6.2 123 93 S 2-BC+
33
CENTER OF BELTLINE ROAD 50' W
CC CITY OF COPPELL
1 FILL • A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS I~~/
2. NATURAL SUBGRADE 8. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS Resp I itletl
3 LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
a CEMENT TREATED D RETEST ALP ING, INC.
Our lest resulls 8 repots are for the excWSrve Use of the Client (and Inav designated •eap~enls on file m our oXice and shall nol pe repmtluced and/or disln0uletl except Wi0 express approval of ALPHA Tne use
of our name & last resWis must receive our wnllan approval Test resulls & reports apply only to Tne samples faded and/pr p~served, and are not lndlcetrwe of the PuaLtles pl apparently 1tlenllGdl w smJar speumens
Geotechnical Engineering ~ Construction Materials Testing ~ Environmental Engineering ~ Consulting