ST9703-LR050718Rone Engineering
8908 Ambassador Row, Dallas, TX 7524'7
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
MacArthur Boulevard Widening
ST 9%03
Report No.: 237715
Project No.: 0510377
Date of Service: 07/13/2005
Report Date: 07/18/2005
Services: Obtain a sample of material fi.om the jobsite, bring the sample back to the laboratory and perform a moisture density relationship test in
accordance with ASTM Standards.
PROJECT DATA
CONTR~CrOR: JRJ Paving
TEST FOR: Paving subgrade
MATERIAL: Lime treated Brown Sandy Clay w/
gravel & LSF
CLASSIFICATION: Paving subgrade
TEST METHOD: ASTM D-698 ASTM D-4318
Method B
DATE SAMPLED: 07/13/2005
MATERIAL PREPARATION: Moist
RAMMER TYPE: Mechanical
SAMPLED BY: B. Robinson
SAMPLE LOCATION: MacAurther Blvd. Station 25+00
REPORT OF TEST
MAXIMUM DRY DENSITY, per: 99.5
OPTIMUM MOISTURE CONTENT, %: 21.5
LIQUID LIMIT:
PLASTIC LIMIT:
PLASTICITY 12qDEX: Non-plastic
Technician: Bobby Robinson
Report Distribution:
(1) City of Coppell
(1) City of CoppelI
Dry
Density
(pc0
MOISTURE DENSITY RELATIONS
~ ~ Zen airw ids clrve
Spe[ific G avid 2.70
,/ 'x \
103
101
99
97
95
17 19 21 23 25 27 29
MOISTURE CONTENT (%)
Ro~ng
Project Manager
~6
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We resume no responsibility for variation in quality
(composition, appearance, 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 the3' are addressed and shall not be reproduced except in full without the ,~itten approval of Rone Engineering Services, Ltd
Page I of 1
Engineering
8005 Ambassador Row, Dallas, TX 75-*47
2656 Gravel Drive, Fort Worth, TX 76118
{;300 Rothway, gte, 150, Houston, TX 77040
Corporate Phone: (214) 630-9745
MOISTURE DENSITY RELATIONS
Client:
City of Coppell
Ms. Suzan Taylor
PO Box 9478
Coppell TX 75019
MacArthur Boulevard Widening
ST 97-03
Report No.: 237716
Project No.: 0510377
Date of Service: 07/13/2005
Report Date: 07/18/2005
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: JRJ Paving
TEST FOR: Paving subgrade
bLttTERIAL: Lime treated Dark Brown &
Yellowish Brown Clayey Sand
CLASSIFICATION: Paving subgrade
TEST MEmOD: ASTM D-698 ASTM D4318
Method B
DATE SAMPLED: 07/13/2005
MATERIAL pREPARATION: Moist
RAMMER TYPE: Mechanical
SAMPLED BY: B. Robinson
SAMPLE LOCATION: MacAurther Blvd. Station 20+00
REPORT OF TEST
MAXIMUM DRY DENSITY, pcf: i00.0
OPTIMUM MOISTURE CONTENT, %: 21.0
LIQUID LIMIT:
PLASTIC LIMIT:
?LASTICITYINDEX:Non-plastic
Technician: Bobby Robinson
Report Distribution:
(1) City of Coppell
(1) Cit~ of Coppell
Dry
Density
(per)
MOISTURE DENSITY RELATIONS
Spec tic (2 ravit
x,
103
101
99
97
95
18 20 22 24 26 28 30
MOISTURE CONTENT (%)
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, 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 writien epprovaI of Rone Engineering Services, Ltd
Page 1 of 1
.one Engineering
8908 Ambassador Row, DM}as, 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
MacArthur Boulevard Widening
ST 97-03
Report No.: 237717
Project No.: 0510377
Date of Service: 07/13/2005
Report Date: 07/18/2005
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: JRJ Paving
TEST FOR: Paving subgrade
MATERIAL: Lime treated Dark Brown Clay w/
gravel & limestone fragmen
CLASSIFICATION: Paving subgrade
TEST MET}IOD: ASTM D-698
Method B
DATE SAMPLED: 07/13/2005
MATERIAL PREPARATION: Moist
RAMMER TYPE: Mechanical
SAMPLED BY: B. Robinson
SAMPLE LOCATION: MacAurther Blvd. Station 15+00
REPORT OF TEST
M~tX1MUM DRY DENSITY, pcf: 100.5
OPTI]VIUM MOISTURE CONTENT, %: 21.0
LIQUID LIMIT:
PLASTIC LIMIT:
PLASTICITY INDEX: Non-plastic
Technician: Bobby Robinson
Report Distribution:
(I) City of Coppell
(I) City of Coppell
MOISTURE DENSITY RELATIONS
103 N. Zerl air w ids ¢ ~rve
Spe~ ific G 'avit, 2.7C
Density ·
17 19 21 23 25 27 29
MOISTURE CONTENT (%)
RoASter'
'Olay Stark
Project Manager
O6
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, 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 the, are addressed and shall not be reproduced except in full without the written approval of Rone Engineering Services, Ltd
) Page 1 of I