SS0201-LR040621ineers
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 761tg
6300 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630-9745
MOISTURE DENSITY RELATIONS
Client:
Project:
City of Coppell
Ms. Suzan Taylor
PO Box 9478
Coppell TX 75019
Service Center Sanitary Sewer
Project SS 02-01
Report No.: 211906
Project No.: 049073
Date of Service: 06/15/2004
Report Date: 06/21/2004
Services: Obtain a sample of material from the jobsite, bring the sample back to the laboratory and perform a moisture density relationship test in
accordance with ASTM Standards.
PROJECT DATA
CONTRACTOR: Fox Contractor
TEST FOR: Utility backfill
~{ATERIAL: Brown Tan Silty Sandy Clay
CLASSmCATION: Utility backfill
TEST METaOO: ASTM D-698 ASTM D-4318
Method A
MtAXE~IUM DRY DENSITY, p~
LIQUID LIMIT: 32
PLASTIC LIMIT: 14
PLASTICITY INDEX:
DATE SAMPLED: 06/15/2004
MATERIAL PREPARATION: Moist
RAMMER TYPE: Mechanical
SAMPLED BY: Eric Branch
SAMPLE LOCATION: Station 4+00, -7'
REPORT OF TEST
Dry
Density
(peri
Report Distribution:
(1) City of Coppell
(1) CiW of Coppell
MOISTURE DENSITY RELATIONS
8 10 12 ~llll~4 16 18 20
MOISTURE CONTENT (%)
Project Manager
LRdlTATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, performance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our leaers and
reports are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the wrillen approval of Rone Engineers, Ltd.
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,ers
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630-9745
MOISTURE DENSITY RELATIONS
Client:
Project:
City of Coppell
Ms. Suzan Taylor
PO Box 9478
Coppell TX 75019
Service Center Sanitary Sewer
Project SS 02-01
Report No.: 211905
Project No.: 049073
Date of Service: 06/15/2004
Report Date: 06/21/2004
Services: Obtain a sample of material from the jobsite, bring the sample back to the laboratory and perform a moisture density relationship test in
accordance with ASTM Standards.
PROJECT DATA
CONTRACTOR: Fox Contractor
'rEST FOR: Utility backfill
MATERIAL: Dark Brown Clay
CI~4~SSIFICATION: Utility backfill
TEST YmTnOD: ASTM D-698 ASTM D-43
Method B
MAXIMUM DRY DENSITY, pcf: (~6.~
OPTIMUM MOISTURE CONTENT, %(22.5
LIQUID LIMIT: 61
PLASTIC LIMIT: 22
PLASTICITY INDE ~ ·
Technician: Eric Branch
Report Distribution:
(i) City of Coppell
(1) City of Coppell
DATE SAMPLED: 06/15/2004
MATERIAL PREPARATION: Moist
RAMMER TYPE: Mechanical
SAMPLED BY: Eric Branch
SAMPLE LOCATION: Station 4+00, 0-7'
REPORT OF TEST
Dry
Density
(per)
MOISTURE ~ENSITY RELATIONS
~ tic £ ravit 12.6:
/ \ x
t
!
17 19 21 23 25 27 29
MO1STI IE CONTENT (%)
95
93
91
89
Ron
Project Manager
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, performance, etc.) or any other feature of similar subject mailer provided by persons or conditions over which we have no control. Our letters and
reports are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineers, Lid.
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