ST9601-LR 990311 TEAM Consultants, Inc.
Geotechnical, Environmental, Construction Materials Testing
March 11, 1999
TEAM Project No. 985142
Report No. 62, Pg. 1 of 4
Mr. Robert Caudill
Tiseo Paving
PO Box 270040
Dallas, Texas 75227
WRANGLER DRIVE~ COPPELL
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 Sieve
East Bound Lane~ Wrangler Drive:
Sta. 18+50 100.0 77.8
Sta. 21+50 100.0 61.9
Sta. 24+50 100.0 69.2
Sta. 27+50 100.0 70.6
Sta. 31+50 100.0 62.5
Sta. 34+50 100.0 66.7
Sta. 36+50 100.0 69.2
Sta. 40+00 100.0 63.6
Sta. 43+00 100.0 62.5
Specifications: 100.0 Min. 60.0
The results of Optimum Moisture/Maximum Density Comparison tests performed this
date are attached.
If you have any questions, please call our office.
Sincerely,
Time Off.' 12:00 Josh Majors, Technician
Tech. Time: 2.0 hrs.
Trip Charge: 1
JM/lw
cc: City of Coppell/Larry Davis
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 Fax (817) 468-9920
TEAM CONSULTANTS, INC.
2970 s. Walton Walker, Suite I01 Dallas, Texas 75211
2!14/5:51-4.395
Mr. Robert Caudill JOB NO.: 985142
TO: Tiseo Paving REPORT NO.: 62 Pg. 2 of 4
PO Box 270040 '
Dallas, Texas 75227 DATE: 05/11/1999
CUST. NO.: '-
East bound Wrangler,
PROJECT: Wrangler Drive, Coppell SAMPLE: Sta. 18+50
TEST METHOD: ASTM D-698 DESCRIPTION: Light brown clay with lime
MOLD: 1/30 Cu. Ft.
HAMMER: 5.5# LIQUID LIMIT: --
DROP: 12" PLASTICITY INDEX: --
BLOWS: 25 OPTIMUM MOISTURE: 32.6 %
LAYERS: 3 MAX. UNIT DRY WT: 87.0 LBS./CU. FT.
89
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26 28 30 32 34 36 38
MOISTURE CONTENT IN PERCENT
OPTIMUM MOISTURE TEST
TEAM Consulfc~nfs, Inc.
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""TEAM Consultonts, Jnc.
· TEAM CONSULTANTS, INC.
2970 S. Walton Walkerr Suite I01 Dallas, Texas 75211
214/331-4395
Mr. Robert Caudill JOB NO.: 985142
TO: Tiseo Paving
PO Box 270040 REPORT NO.: 62, Pg. 3 of 4
Dallas, Texas 75227 DATE: 05/11/1999
CUST. NO.: '-
East bound Wrangler,
PROJECT: Wrangler Drive, CoppellSAMPLE: Sta. 21+50
TEST METHOD: ASTM D-698 DESCRIPTION: Gray clay with lime
MOLD: 1/30 Cu. Ft.
HAMMER: 5.5# LIQUID LIMIT: '-
DROP: 12" PLASTICITY INDEX: --
BLOWS: 25 OPTIMUM MOISTURE: 32.2 %
LAYERS: 3 MAX. UNIT DRY WT: 84.8 LBS./CU. FT.
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24 26 28 30 32 34 36
MOISTURE CONTENT IN PERCENT
OPTIMUM MOISTURE TEST
TEAM Consultants~ Inc.
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:EAM C0nsultants, jnc.
, TEAM CONSULTANTS, INC.
2970 S. Walton Walker, Suite !01 Dallas, Texas 75211
214/551-4595
Mr. Robert Caudill JOB NO.: 985142
TO: Tiseo Paving REPORT NO.: 62, Pg. 4 of 4
PO Box 270040 DATE: 05/11/1999
Dallas, Texas 75227 GUST. NO.: --
East bound Wrangler,
PROJECT: Wrangler Drive, Coppell SAMPLE: Sta. 34+50
TEST METHOD: ASTM D-698 DESCRIPTION: Dark brown clay with gravel
MOLD: 1/30 Cu. Ft. and lime
HAMMER: 5.5# LIQUID LIMIT: '-
DROP: 12" PLASTICITY INDEX: '-
SLOWS: 25 OPTIMUM MOISTURE: 26.5 %
LAYERS: 3 MAX. UNIT DRY WT: 93.3 LSS./CU. FT.
97
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8~1 23 ' ' '25 ' 27 29 31 ...... 33
MOISTURE CONTENT IN PERCENT
OPTIMUM MOISTURE TEST
TEAM Consultants, Inc.
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""""rEAM Consulfants, Jnc.