ST0001-LR011105 ~ 1' O O O { 8908 Ambassador Row
Ron Eng Dallas, Texas 75247-4510
ineers (214) 630-9819 (fax)
(214) 630-9745
MOISTURE DENSITY RELATIONS
Client: City of Coppell Report No.: 137364
Attn: Ms. Susan Taylor - Engineering Dept Project No.: 015729
PO Box 478 Date of Service: 11/01/2001
Coppell TX 75109 Report Date: 11/05/2001
Project: Creekview Drive and
Freeport Parkway
Coppell, TX
Services: Obtain a sample of'material from thejobsite, bring the sample back to the laboratory and perform a moisture density relationship test in
accordance with ASTM Standards.
PROJECT DATA
CONTRACTOR: Infrastructure Services Inc. DATE SAMPLED: 11/01/2001
TEST FOR: Fill Material MATERIAL PREPARATION: Moist
MATERIAL: Dark Brown Clay, trace calcareous RAMMER TYPE: Mechanical
nodules SAMPLED nV: J. Jernigan
CLASSIFICATION: Fill Material SAMPLE LOCATION: OH site
TEST METHOD: ASTM D-698
Method A
ASTM D-4318 REPORT OF TEST
MAXIMUM DRY DENSITY, pcf: 105.0 MOISTURE DENSITY RELATIONS
108 I I [ I I ~l Lerola~r voms curve
OPTIMUM MOISTURE CONTENT, %: 18.0 --! i -~--~1 Speclfic G~avity 2.65
LIQUID LIMIT: 50 Dry 106 I I .... i 1\
PLASTIC LiMiT: 15 Density(pcf)
-
i ' i ; I
I '
1:2 14 16 18 20 22 24
MOISTURE CONTENT (%)
Ro ~,n~ gi e nc.
Technician: Joe Jernigan
Report Distribution:
(I) City of Coppell (I) City of Coppell
(l) City of Coppell (1) Schrickel, Rollins & Assoc., Inc. ~
(1) City of Coppell Project, l'~anager
(1) Infrastructure Services, Inc. ~,~
LIMITAIIONS: 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, pertbrmance, etc.) or any other feature of similar subject matter 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, lnc.
06 Page I of I
8908 Ambassador Row
neers
(214) 630-9819 (fax)
MOISTURE DENSITY RELATIONS
Client: City of Coppell Report No.: 137364
Attn: Ms. Susan Taylor - Engineering Dept Project No.: 015729
PO Box 478 Date of Service: 11/01/2001
Report Date: 11/05/2001
ProJect
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: Infrastructure Services Inc. DATE SAMPLED: 11/01/2001
TEST FOR: Fill Material MATERIAL PREPARATION: Moist
MATERIAL: Dark Brown Clay, trace calcareous RAMMER TYPE: Mechanical
nodules SAMPLED BY: J. Jernigan
CLASSIFICATION: Fill Material SAMPLE LOCATION: On site
TEST METHOD: ASTM D-698
Method A
ASTM D-4318 REPORT OF TEST
MAXIMUM DRY DENSITY, pcf: 105.0 MOISTURE DENSITY RELATIONS
Specific G?wty 2.6.
OPTIMUM MOISTURE CONTENT, %: 18.0
LIQUID LIMIT: 50 Dry
PLASTIC LIMIT: 15 Density
,04
12 16 18 20 22 24
~ ~ MOISTURE CONTENT (%)
Ron~
Technician: Joe Jemig~
Report Distribution:
(,) CiW Of Coppel,
(1) Ci~ of Coppell
(l) Infr~uctu~e Se~ices, Inc. ~ ~}~ g
LIMITATIONS: The test results presented herein were prepped b~ed upon the specific samples provided for testing. We ~sume no responsibility tbr variation in qualiW
(composition, appe~ance, performance, etc.) or any other feature of simil~ subject maEer provided by persons or conditions over which we have no control. Our letters and
repo~ ~e for ~e exclusive use of the clients to whom they ~e addressed and shall not be reproduced except in ~11 without the written approval of Rone Engineers. Inc.
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