Assured Self-LR030814~j/i7,
ALPHA TESTING, INC.
REPORT OF FIELD
COMPACTION TESTS
2209 Wisconsin Sf., Suite 100
Do/las, Texas 75229
972/620-8911- 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR ASSURED SELF STORAGE
DESOTO,TEXAS
DATE: 07/23/03
REVISED: 08/14/03
PROJECT ASSURED SELF STORAGE FACILITY
COPPELL,TEXAS
TEST DATA:
OUR REPORT NO.: 03373-23A
TEST
NO.
DATE ELEV.
DEPTH SOIL ID
NUMBER OPTIMUM
MolsruRe
% MAXIMUM LAB
oav oENSltt
PCF IN PLACE
MolsruRE
% IN PLACE
oav oENSITV
PCF PERCENT
coMVncnoN
COMMENT'
33 07/23/03 SG 4 8.5 131.5 6.2 123 93 2-B(t
33 (PAVING WEST BOUND TURN
TLINE ROAD 50' W FROM THE EAST END
CC. CITY OF COPPELL
1 FILL A IN PLACE PERCENT MOISTVRE AND PERCENT COMPACTION COMPLY WITH SPECI FICATIONS /'
2 NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLV WITH SPECIFICATIONS Resp I ifled
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
a CEMENT TREATED D RETEST ALP ING. INC.
Our lest results & reports ara for ine exUUSlve use of )rte CLent (and Inert des,gna)etl recipients on 41e m our pPoCe) ana shell npr be reprotlucep antl/or tllslnpWeO except wire express approval of ALPHA Tne use
or our name 81es1 results must receive our wnVan dppr0~'al Test resolls B reports apply only 101ne sampes lesletl antllor ppservee. antl ara not intliWilve of ine quaLiles of apparently ltlenl¢al or simJar spePmens
Ceotechnical Engineering ~ Construction Materials Testing ~ Environmental Engineering ~ Consulting
~,,,,
/ALPHA TESTING, INC.
2209 Wlsconsln SY., Sulfe 100
Dallas Texas 75229
972/6248911 - 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
TECHNICIAN: M.H.
WEATHER: PARTLY CLOUDY
DATE: 07/23/03
REVISED: 08174/03
OUR REPORT NO: 03373-23
TEMPERATURE RANGE: 83 TO 85
THE ALPHA TECNICIAN TRAVELED TO THE ABOVE REFERENCED SITE TO MONITOR ON-GOING WORK AND
PERFORM FIELD TESTING A5 REQUESTED.
ILE ON SITE THE TECHNICIAN OBTAINED 1 SOIL SAMPLE FOR LABORATORY PROCTOR ANALYSIS. THE
1PLE 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
Respectful fitted,
/, /
ALPMA/TESTING, INC.
uur rest resuns ana reports are rpr me exausrve use of the Coen[ (ana (nev Oesgnafe0 recipients on file in ow oK¢ejantl shall not be reprotlucetl an0/or tlislnbutetl except with express approval of
ALPHA. The use Of Our name antl t¢st results must receive our wnlten approval Test results antl reports apply only to the samples tested and/Or obsenetl, antl are not intlicative of the qualifies of
apparently itlentical or simlar specimens.
Geotechnical Engineering ~GConstruction Materials Testing OGEnvironmental Engineering OGQonsulting