Assured Self-LR030717~,,,r
/ALPHA TESTING -NC.
2209 Wlsconsln Sr.. Sulfe 100
Dallas Texas 75229
972/620.8911 - 972/263-4937 (Mefro)
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: CLEAR
DATE: 07/17/03
OUR REPORT NO: 03373-15
TEMPERATURE RANGE: 99 TO 100
ALPHA TECNICIAN TRAVELED TO THE ABOVE REFERENCED SITE AS REQUESTED TO MONITOR ON-
JG WORK AND PERFORM FIELD TESTING AS REQUESTED.
ON SITE THE TECHNICIAN OBTAINED t SOIL SAMPLE FOR LABORATORY PROCTOR ANALYSIS. THE
E WAS OBTAINED FROM THE FOLLOWING LOCATION:
1. PAVING, 35' E AND 70' FROM THE NE CORNER OF THE OFFICE BUILDING
A TOTAL OF 3 FIELD DENSITY TESTS WERE PERFORMED ON BASE MATERIAL FOR PAVING. SEE ATTACHED
REPORT FOR RESULTS OF FIELD COMPACTION TESTING.
RON VALK WAS INFORMED OF ALL OBSERVATIONS AND FIELD TEST RESULTS.
COMPLETION OF THE SCHEDULED WORK, THE TECHNICIAN RETURNED TO THE LABORATORY.
OF COPPELL
Respec fitted,
AkP TESTING, INC.
uur rase resuns ens reports are ror me exauwve use of me aiem tang mee aesignatetl reapients on file in our rnnw) an0 shall not be reproouce0 anNOr tlisMhulatl except vnth express approval of
ALPHA. The use of our name antl lest rewlts rtusl receive our written apMOVaI. Test results and reports apdv only to the samples testetl anNOr ohservetl. ana are not intliwrive of the nualiux nt
apparenny iaennw~ w simiar speumens.
Geotechnical Engineering OGConstruction Materials Testing OGI='nvrronmental Engineering O~onsulting
Our Report Number.: 03373-16 Date: 7/17/03
~~/~~• Material Description: Dark Brown Calc. Gravel some Clay
ALPHA TESTING
INC. Classification: (GP)
'
'
, Sample Location: 35
E X 70
S of NE Corner of Office
2209 wr~ons)n sr.• sene rao
Dotlas, texas T8229
972/620-8977 - 972/263-4937 (Mefro) Method of Test: ASTM-D-698-A
FAX: 972/406-8023 Soil Identification Number: 2
Client: Assured Self Storage Maximum Dry Unit Weight: 107.5 pcf
Desoto, Texas Optimum Moisture Content: 16.0 % Troxler:
Liquid Limit: 39 Humbolt:
Project: Assured Self Storage Facility Plasticity Index: 15
Coppell, Texas % Finer Than No. 200 Sieve: 21.3°/p
MOISTURE DENSITY RELATIONSHIP
1zo
11s
no
1os
F-
x
c~
to
3
~ 100
z
0
95
~~
90
-__-
,_
__
85
5% 10% 15% //~~20~~% 25% 30% 35% 40%
~Mol97U RE
Respectfully Submitted By~
Our test results antl reports are (a Me exUusive use an0 eir
with express aPMOVaI rN ALPHA. The use o(wr name end tear results must
observed, and are not intliptlve o(Me auaNfies of aooarently identical w si+
/ of Alpha Testing, Inc.l
Toffce) and shall not be reprotlucetl antl/ar eistnbutetl except
results antl reports apply only r° the samples testetl antl/or
/A` TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/6248917 - 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:7/17/03
Gray Calcareous Clay some Gravel
Flex Base
35'E X 70'S of NE Corner of Office
ASTM-D-698-A
2
107.5 pcf
16.0 % Troxler:
1
MOISTURE DENSITY RELATIONSHIP
125
120
115
v
a 110
r
x
O
w
Z 105
7
T
d'
O
100
95
90 ~-
0
5°/ 10% 15% 20% 25% 30% 35%
MOISTURE CONTENT
Respectfully Submitted By: of Alpha Testing, Inc.
Our lest results and reports are ror the exclusive use of the Client (antl their tlesignated recepien[s on file In our office) antl shall not be reproducetl antl/or distributed except
with express approval of ALPHA. The use of our name and lest results must receive our writtlen approval. Test results antl reports apply only to the samples tested antllor
/i~.
ALPHA TESTING, INC.
REPORT OF FIELD
COMPACTION TESTS
rzo9 wlsconsln sr., sane roD
Dallas, Texas 75229
972/620.89)1 - 972/263-4937 (Metro)
FAX: 972/406-8029
TESTED FOR
ASSURED SELF STORAGE
DESOTO,TEXAS
DATE: 07/17/03
PROJECT
TEST DATA:
ASSURED SELF STORAGE FACILITY
COPPELL,TEXAS
OUR REPORT NO.: 03373-15A
TEST
NO.
DATE ELEV.
DEPTH SOIL ID
NUMBER OPTIMUM
MOISTURE
% MAXIMUM LAB
DRYDENSm
PCF IN PLACE
MOISTURE
% IN PLACE
DFtYDENSm
PCF PERCENT
COMPACTION
COMMENT•
28 07/17/03 SG 2 18.0 107.5 18,7 99 92 1-B
29 07/17/03 SG 2 18.0 107.5 19.0 100 93 1-B
30 07/17/03 SG 2 16.0 107.5 21.2 99 92 1-BC
I tSI
35' N FROM NE CORNER
BUILDING
CC: CITY OF COPPELL
1. FILL • A. IN PUCE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATII
2. NATURAL SUBGRADE e. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
3. LIME STABIL12ED C. PERCEN7IN PUCE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENT TREATED D. RETEST
Our teal results 8 repose aro M tlla extluNVe u» of tlIe giant (BIM Ihetr UeapnedE retipieMS on Ad in our olncel en0 shell nol he repraduce0 enG/or Cisin7wte0 77M use
of our name B teal reaWla must nxMVe our niitlen eppmvel. Test resold 8 reports apply only to ifte samples dele0 anElw oOaeNeE, antl are not inEiceOVe of tlw quelNea olapparently Wemiral w aMiler aperimene.
10' E AND 30' N FROM NE CORNER
Geotechnical Enoineerinq / Consiruclion Materials Testinq I Environmental Engineering /Consulting