ST9601-LR 980724· TEAM Consultants, Inc. :
Geotechnical, Environmental, Construction Materials Testing
July 24, 1998
TEAM Project No. 985142
Report No. 13, Page 1 of 3
Mr. Robert Caudill
Tiseo Paving
P O Box 270040
Dallas, TX 75227
WRANGLER DR~VE
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
Location 1-3/4" #4 ~iCve
Sta 13+50, Wrangler, left of centerline 100.0 63.6
Sta 10+50, Wrangler, centerline 100.0 67.5
Sta 7+50, Wrangler, right of centerline 100.0 62.1
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.
Bill Brewer, Technician
BB/ke
Time On: 9:30 1:00
Time Off: 10:30 2:30
Tech. Time: 1.0 hr. 1.5 hrs.
Trip Charge: 1 1
cc: City of Coppell
2970 S. Walton Walker, Suite 101 Dallas, TX 75211 (214) 331-4395 Fax (214) 331-4458
310l Pleasant Valley, Suite 101 Arlington, TX 76015 (817) 467-5500 Fax (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: 07/24/98 JOB TITLE: Wrangler Drive
P O Box 270040 REPORT NO: 13, Page 2 of 3 Coppell, Texas
Dallas, TX 75227 JOB NO: 985142
CONTRACTOR: Tiseo
FIELD COMPARISON
MATERIAL DESCRIPTION TEST TEST % OF
AND MC UDW MC UDW MAX.
NO, LOCATIOI~ CLASSIFICATION (%) (pcf) (%) (pc0 DENS. REMARKS
1. Sta 15+50, left ofcenterline, Brown clay with lime 32.0 83.6 29.3 87.9 95.1 * Retake
Wrangler Dr., subgrade
2. Enterprise Drive, Sta 0+90, Brown clay with lime 31 ..2 85.2 29.3 87.9 96.9 * Retake
centerline, subgrade
REMARKS: * Meets specifications
cc: City of Coppeil
TEAM CONSULTANTS, INC.
2970 S. Walton Walker, Suite IO! Dallas, Texas 75211
214/3;31-4;595
N:. Rober't Caudill
TO: ~seo ~av~ng JOB NO.: 985Z~2
P O ~ 2700~0 REPORT NO.: ~3, 9age 3 o~ 3
~as, ~ 75227 DATE: 07/24/98
CUST. NO.: --
H~angZeE D~ve
PROJECT: CoppeZ~, ~as SAMPLE: S~a 7+50
TEST METHOD: ASh-D-e98 DESCRIPTION:~an and g~ay c~ay ~h ~me
MOLD: Z/30
HAMMER:5.5# LIQUID LIMIT: --
DROP: Z2" PLASTICITY INDEX: --
BLOWS: 25 OPTIMUM MOISTURE: 28.2 %
LAYERS: 3 MAX. UNIT DRY WT: 89.9 LBS./CU. FT.
94 .
~ 92-
~ 90
z
- /
~ 88
~ .-.
/
~ 86'
23 25 27 29 31 33 35
MOISTURE CONTENT IN PERCENT
OPTIMUM MOISTUR~ TgST
TEAM Consultants, Inc.
"TEAM Consultonts, Jnc.