ST9301-LR050324 "' 8908 Ambassador Row, Dallas, TX 75247
a n e E n g i n ee rs �j� �� 2696 Gravel Drive, Fort Worth, TX 76118
V 6 300 Rothway, Ste. 150, Houston, TX 77040
02 Corporate Phone: (214) 630 -9745
MOISTURE DENSITY RELATIONS
Client: City of Coppell Report No.: 230174
Ms. Suzan Taylor
PO Box 9478 Project No.: 059909
Coppell TX 75019 Date of Service: 03/22/2005
Report Date: 03/24/2005
Project: East Sandy Lake Road
ST 93 -01
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: Tiseo Paving Company DATE SAMPLED: 03/22/2005
TEST FOR: Backfill MATERIAL PREPARATION: Moist
MATERIAL: Reddish Brown Clayey Sand RAMMER TYPE: Mechanical
w /trace sandstone SAMPLED BY: B. Robinson
CLASSIFICATION: Backfill SAMPLE LOCATION: Off site, stockpile (delivered)
TEST METHOD: ASTM D -698 ASTM D -4318
Method B
REPORT OF TEST
)MAXIMUM DRY DENSITY, pcf: 1 13,0 MOISTURE DENSITY RELATIONS
117 Zero air voids c'lrve
OPTIMUM MOISTURE CONTENT, %: 14.0 Specific Gravity 2.70
LIQUID LIMIT: 27 115
Dry
PLASTIC LIMIT: 17 Density
(pcf)
PLASTICITY INDEX: 10 113
111
r\
109
9 11 13 15 17 19 21
MOISTURE CONTENT ( %)
Rone
Technician: Bobby Robinson g 01
Report Distribution:
(1) City of Coppell
(1) City of Coppell Clay Stark
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 written approval of Rone Engineering Services, Ltd.
06 Page 1 of 1
8908 Ambassador Row, Dallas, TX 75247
n e E n g i n ee rs v 0 720 3Z Gravel Drive, Fort Worth, TX 76118
G 6300 00 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630 -9745
MOISTURE DENSITY RELATIONS
Client: City of Coppell Report No.: 230137
Ms. Suzan Taylor Project No.: 059909
PO Box 9478 Date of Service: 03/21/2005
Coppell TX 75019 Report Date: 03/24/2005
Project: East Sandy Lake Road
ST 93 -01
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: Tiseo Paving Company DATE SAMPLED: 03/21/2005
TEST FOR: Paving Subgrade MATERIAL PREPARATION: Moist
MATERIAL: Brown Sandy Clay w/ limestone RAMMER TYPE: Mechanical
fragments & Organics SAMPLED BY: B. Osgood
CLASSIFICATION: Paving Subgrade SAMPLE LOCATION: Sandy Lake Rd. Station 28 +00, south
TEST METHOD: ASTM D -698 ASTM D -4318 side
Method B
REPORT OF TEST
MAXIMUM DRY DENSITY, pcf: 122.0 MOISTURE DENSITY RELATIONS
OPTIMUM MOISTURE CONTENT, %: 10.5 123 Zero air v ids 2.70
Specific travit} 2.70
LIQUID LIMIT: 32 121
Dry
PLASTIC LIMIT: 15 Density
(Pct)
PLASTICITY INDEX: 17 119
f X
117 $ $
i
I 5
8
r
s
115
6 8 10 12 14 16 18
MOISTURE CONTENT ( %)
Technician: Byron Osgood, AET o P
Y ) . n erng
Report Distribution: Attitir
(1) City of Coppell
1 WY
(1) City of Coppell
lay Stark
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 written approval of Rone Engineering Services, Ltd.
06 Page 1 of 1