ST9601-LR 980723 TEAM Consultants, Inc.
Geotechnical, Environmental, Construction Materials Testing
July 23, 1998
TEAM Project No. 985142
Report No. 12, Page 1 of 3
Mr. Robert Caudill
Tiseo Paving
P O Box 270040
Dallas, TX 75227
WRANGLER DRIVE
COPPELL. TEXAS
Dear Mr. Caudill:
Submitted here are results of gradation tests performed this date on lime stabilized
subgrade in the locations as shown.
% Passing % Passing
LocatiOrt 1-3/4" #4 Sieve
Sta 17+00 100.0 71.0
Sta 14+50 100.0 78.0 '
Sta 1+00 100.0 71.0
Specifications: 100.0 Min. 60.0
The results of in-place density and optimum moisture/maximum density comparison
tests performed this date are attached.
If you have any questions, please call our office.
Sincerely,
TEAM Consultants, Inc.
Eric Ballard, Technician
EB/ke
Time On: 9:30 1:30
Time Off.' 11:30 2:30
Tech. Time: 2.0 hrs. 1.0 hr.
Trip Charge: 1 1
cc: City of Coppell
2970 S. Walton Walker, Suite 101 Dallas. TX 75211 (214) 331-4395 Fax (214) 331-4458
3101 Pleasant Valley, Suite 101 Arlington, TX 76015 (817) 467-5500 Far (817) 468-9920
TEAM CONSULTANTS, INC.
;2970 S. Walton Walker, Suite 101 Dallas, Texas 75211
214/331-4395
SUMMARY OF FIELD COMPACTION TESTS
Mr. Robert Caudill
Tiseo Paving DATE: 07/2398 JOB TITLE: Wrangler Drive
P O Box 270040 REPORT NO: 1;2, Page 2 of 3 Coppell, Texas
Dallas, TX 75;2;27 JOB NO: 98514;2
CONTRACTOR: Tiseo
FIELD COMPARISON
MATERIAL DESCRIPTION . TEST . TEST % OF
AND M C U D W M C U D W MAX.
NO, LOCATION CLASSIFICATION (%) (pcf) (%) t_ncfl DENS. REMARK~
1. Wrangler Drive, Sta 17+00, Brown clay with lime 26.6 85.3 29.3 87.9 97.0 *
near centerline
2. Wrangler Drive, Sta 15+50, Brown clay with lime 37.5 76.4 29.3 87.9 86.9 **
left of centerline
3. Enterprise Drive, Sta 0+90, Brown clay with lime 36.3 76.7 29.3 87.9 87.3 **
near centerline
REMARKS: * Meets specifications
· * Does not meet specifications
cc: City of Coppell
TEAM CONSULTANTS, INC,
2970 S. Walton Walker, Suite I01 Dallas, Texas 75211
Mr. Robert Caudill JOB N0.: 985142
TO: Tiseo Paving REPORT NO.: 12, Page 3 of 3
P O Box 270040 DATE: 07/23/98
Dallas, TX 75227 CUST. NO.: --
Wrangler Drive
PROJECT: Coppell, Texas SAMPLE: Sta 14+50
TEST METHOD: ASTM-D-698 DESCRIPTION: Light gray clay with lime
MOLD: 1/30 Cu.
HAMMER:5-5# LIQUID LIMIT: '-
DROP: 12" PLASTICITY INDEX: '-
BLOWS: 25 OPTIMUM MOISTURE: 29.3 %
LAYERS: 3 MAX. UNIT DRY WT: 87.9 LBS./CU. FT.
92
~ 90
88
z / '\
- /
/
:: 86
_ \
D 84 \,.
/
/
82
24 26 28 30 32 34 36
MOISTURE CONTENT IN PERCENT
OPTIMUM MOISTURE TEST
TEAM Consultants, inc.
""FEAM Consultants,,Inc.