Stoneleigh P2-LR000824 ALPHA TES, ~NG, INC.
2209 Wisconsin St.
Suite 100
Dallas, Texas 75229
(972) 620-8911
Client: Spring Yal]c7 Con.~tmction, Dallas, Texas
Project Name: Stontlci~t @ Eiverchast, Coppell, Texas
00652-3 08/24/00
Our Report No,: Date:
DARK G~Y CLAY
135 Soil Classification:
lllllllll'n,.-x
IIIIIIII1.1,1~
~t-i'%l~ Soil I.D. Number: 2 Test Method: ASTM D-695A
IIIIIIIII1,~'_1_ Maximum Dry Unit Weight: pcf
· -~~n~lk'T% Liquid Limit 44 % Plasticity Index 28
llllllllllll,lk~.
IIIIIIIIIIIIM~'% SAMPLE LOCATION: ON WEST SIDE FAIRWAY DRIVE STOCKPILE
1111,1~ AT NORTHEAST CORNER OF SITE
1~o =nnnn=mHnni~.-, REPORT OF MOISTURE DENSITY
amah manna nnnn,~
............... '"' RELATIONSHIP OF SOIL
I NkN&
115 [
Il I Il I I lll I Il Ill Il
Illlllllllllllll Il
~' 1101 I I I I I I I I I I I I I I I I I
105 / %l [IkNA
w
::3 100 lkNIk
>- 'INk
a:
lklk
,i,I, ZERO AIR VOIDS CURVES
95. ~lkNIk FOR
lllllllllllllll-lllllllllllllklkNk SPECIFIC GRAVmES OF
90 lmnlllllmlllllllllllllllllllllkNkl, / 2.70
............................... IkNk at~
75J I I I I I I I I 'l i I I I i i I I i j''l i I f'-I I I I I I I I I I I I I I I
0 5 10 15 20 25 30 35 40
ALPHA TESTING, INC.
2209 ~ St., Sulte I00
Dallas, Texas 75229
DALLY FIELD REPORT
FAX: 972/405-8023
TESTED FOR: SPRING VALLEY CONSTRUCTION DATE: 08/24100
DALLAS, TEXAS
PROJECT: STONELEIGH ~} RIVERCHASE OUR REPORT NO: 00652-1
COPPELL, TEXAS
TECHNICIAN: R.D.
WEATHER: CLEAR TEMPERATURE RANGE: 100
THE ALPHA TECHNICIAN TRAVELED TO THE ABOVE REFERENCED PROJECT SITE TO MONITOR ON-GOING
WORK AND PERFORM FIELD TESTING AS REQUESTED.
WHILE ON SITE THE TECHNICIAN OBTAINED 2 SOIL SAMPLES FOR LABORATORY PROCTOR ANALYSIS. THE
SAMPLES WERE OBTAINED FROM THE FOLLOWING LOCATIONS:
ON WEST SIDE OF FAIRWAY DRIVE - STOCKPILE AT NORTHEAST CORNER OF SITE (SELECT FILL)
ON WEST SIDE OF FAIRWAY DRIVE - STOCKPILE AT NORTHWEST CORNER OF SITE
LABORATORY TEST RESULTS FOR ALL RELATED ITEMS REFERENCED ABOVE WILL FOLLOW ON A
SEPARATE REPORT.
SUPERINTENDENT, GEORGE, WAS INFORMED OF ALL OBSERVATIONS AND FIELD TEST RESULTS.
AT THE COMPLETION OF THE SCHEDULED TESTING THE TECHNICIAN RETURNED TO THE DALLAS OFFICE.
CC:
LARRY DAVI8, CITY OF COPPELL
LANNY ALLISON, CITY OF COPPELL
JAN BERTRAND, CITY OF COPPELL
Geotechnical Engineering · Cons#uctk)n Materials Testing · Environmental Engineering · Consulting
ALPHA TES, ,NG, INC.
2209 Wisconsin St.
Suite 100
Dallas, Texas 75229
(972) 620-8911
Client: Spring Valley Coastmc~oa, DaUas, Texas
Project Name: . Stoaclcigb ~ IUvcrcbasc, Coppetl, Texas
00652-2 08/24100
Our Report No.: Date:
RI~DISH tiKOWN SANuY CLAY (Cb)
135 Soil Classification:
Soil I.D. Number: I Test Method: ASTM D-698
130 Maximum Dry Unit Weight: 115.7
10.3
Optimum Moisture Content: %
125 Liquid Limit 23 % Plasticity Index 6
L_l_l_l.___l_l_l_l_l_l_'ll, SAIvl~ LOCATZON:
120 _u_~__'~ REPORT OF MOISTURE DENSITY
~.~_u,,, RELATIONSHIP OF SOIL
klk ZERO AIR VOIDS CURVES
95 'B~~~mMM mmmmiMIMmMmm Mm~Ik~N FOR
'~~'~~~~~~I~ SPEC~RC GRAVmES OF
75 mmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmm~,~B.
0 5 10 15 20 25 ~ 35 40 4 f