Town Center L2B1-LR 960115 Hooper Engineering Laboratories, Inc.
Construction Materials Testing
REPORT OF SOIL GRADATIONS
CLIENT: North Texas Contracting, Inc. DATE: 15 January 1996
PROJECT: Wendy's Towne Center, Coppell, TX
SAMPLES: Taken by a representative of Hooper Engineering Laboratories, Inc.
on 1/15/96.
PERCENT PASSING SPECIFICATION
LOCATION NO. 4 SIEVE REQUIREMENTS
% %
Spine Road
1 ) Station 19 + 50 60.0 60 +
2) Station 17 + 00 45.8*
3) Station 14+75 61.1
*Does not comply with project specifications. Contractor notified.
TECHNICIAN: CDJ ~ ~-~-
DISTRIBUTION: (1) North Texas Contracting, Inc.
(1) City of Coppell, Larry Davis
2870 Walnut Hill Lane Dallas, Texas 75229 (214) 351-6419 Fax (214) 351-5148
Hooper Engineering Laboratories, Inc.
2870 Walnut Hill Lane Oallaa , Texas 75229 (214) 351-6419
Client: North Texas Contracting, Inc. Date: 15 January 1996
Project: Wendy's T0wne Center, C0ppell, TX Job No:
Soil Deecription: Lime Stabilized Subgrade
Grey Sandy Clay with Lime
Maximum Denaity : 105.0 pcf Liquid Limit : 24.9
Optimum Moiature: 17.0% Plaaticity Index : 4.8
Distribution: (1) North Texas Contracting, Inc.
(1) City of Coppell, Larry Davis
MOISTURE- DENSITY RELATIONSHIPASTM D698
80
10 20 20
~oisture Content - percent
Hooper Engineering Laboratories, Inc.
2870 Walnut Hill Line Dallas , Texas 75229 (214) 351.6419
Client: North Texas Contracting, Inc. Date: 15 January 1996
Project: Wendy's T0wne Center, C0ppell, TX Job No:
8oil Deacription: Lime Stabilized Subgrade
Orange Sandy Clay with Lime
Maximum Denaity : 102.0 pcf Liquid Limit : 27.9
Optimum Moistura: 18.0% Plasticity Index : 9.5
Dietribution: (1) North'Texas Contracting, Inc.
(1) City of Coppell, Larry Davis
MOISTURE- DENSITY RELATIONSHIPASTM D698
120 j '!1 ' " ..... ' '
. , , I .... ; . . i
!-~, ~1 : i != Ii
110 '1 , ., , ''
! ~ I !I I -: '' ··
: ~ ' : ' i i ,
· '~ ' ,'1'' I ; ,i '
I ', I I I I I i t ~
: : : ! : ; I ! I ~ , I i ,
i ! t . , ' , ~ i i :
I '
100 ..... ~ I;' ...... ':-:''':'
: I . ; i ~ ;
' : i ! ] !' ' i :- ; , j , . , ~ . : - , I.' : I.
t = '1' II' ' t .'
· : ;,j, : :. ~ .......
80 ' , ..... i ,~- ,
10 20 30
Moisture content - percent