ST9301-LR060203 e Engi neering 8908 Ambassador Row, Dallas, TX 75247
.r 2696 Gravel Drive, Fort Worth, TX 76118
7701 W Little York, Ste 600, Houston, TX 77040
1 Corporate Phone: (214) 630 -9745
MOISTURE DENSITY RELATIONS
Client: City of Coppell Report No.: 250041
Ms. Suzan Taylor Project No.: 059909
PO Box 9478
Coppell TX 75019 Date of Service: 01/30/2006
Report Date: 02/03/2006
Project: East Sandy Lake Road
0 1/11) 6'9'4
``'',,112.� �`
ST 93 -01 YV�
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: 01/30/2006
TEST FOR: Select Fill MATERIAL PREPARATION: Moist
MATERIAL: Reddish Brown Clayey Sand R4MMER TYPE: Mechanical
SAMPLED BY: K. Brimingham
CLASSIFICATION: Select Fill SAMPLE LOCATION: Weir Brothers sample #2
TEST METHOD: ASTM D -698 ASTM D -4318
Method A
REPORT OF TEST
MAXIMUM DRY DENSITY, pcf: 117.5 MOISTURE DENSITY RELATIONS
%: 119 Spe fic Gravity voids curve
OPTIMUM MOISTURE CONTENT,
1 1.5 -I Specific rty2.70
REQUIREMENTS
LIQUID LIMIT: 26 Maximum 35 Dry 117
PLASTIC LIMIT: 14 Density
---,- - —
(pcf) I
PLASTICITY INDEX: 12 Range 5 - 15 115 I
— '
% I_
% PASSING #200: C8,1 113 f• $
i
Test results on this report meet project 111 s
_; '•
specifications as noted above.
, .
7 9 11 13 15 17 19
MOISTURE CONTENT ( %) ry
Technician: Ken Brimiiigham a �'
b
Report Distribution: � , ' e '
(I) City of Coppell �/'
(I) City of Coppell K. Scott Watson, AET
(1) Tiseo Paving CMT Operations 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
/ � n r r.
. L . - 2 4 6 3 '.' 3 ) 8908 , ' r Rav r 2ss. TX 75'.47
o 4
4221 Freidricn Lam, ate 19S, r,u TX 78744
7701 fir' Little York, Ste 600, Houston, TX 77040
Corporate Phone: (214) 630 -9745
MOISTURE DENSITY RELATIONS
Client: City of Coppell Report No.: 250041
Ms. Suzan Taylor Project No.: 0611391
PO Box 9478 Date of Service: 01/30/2006
Coppell TX 75019 Report Date: 02,03/2006
?roject: East Sandy Lake Road `'1A t 50f(v
ST 93 -01 Completion
Services: Obtain a sample of material from the jobsitc, 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: 01/30/2006
TEST FOR: Select Fill MATERIAL PREPARATION: Moist
NLATERLAL: Reddish Brown. Clayey Sand RAMMER TYPE: Mechanical
SAMPLED DV: K. Briminghant
CLASSIFICATION: Select Fill SAMPLE LOCATION: Weir Brothers sample 42
TEST IIE.THOD: ASTM D -698 ASTM D -4318
Method A
REPORT OF TEST
w MOISTURE DENSITY RELATIONS
!%LAXIyfUNI DRY DENSITY, pef: 117.5 l
119 i I I arol, air voids chive
OPTL WM MOISTURE CONTENT, % 1 l .5 : _ S. e . fic C. avi , 2.7Q
i I �
REQ�REMENTS ���w
LIQUID LIMIT: 26 Maximum 35 Dry 1
(pi
PLASTIC LIMIT: 14 Density 1 ' I I 1
c I
a
PLASTICITY INDEX: 12 Range 5 - 15 115 1
PASSING #200: 68.1 113 1 ` + � l i
i I 1 \
Test results on this report meet project 111 — r l T 1
specifications as noted above. r '
j r-
7 9 11 13 15 17 19
MOISTURE CONTENT ( %)
Technician: Ken Briniingham Report Distribution: iffildjf F
(1) Cite' of Coppell
(1) City of Coppell K. Scott Watson, AET
(1) Tiseo PavinL Company Project Manager
LLMITAT1ONS: 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 arc
for the exclusive use of the clients to whom they arc addressed and shall not be reproduced except in full without the written approval of Rene Engineering Services, Ltd.
fai Page 1 of 1