ST9301-LR050929 Rone E n g i n a e r i n g 8908 Ambassador Row, Dallas, TX 75247
V y 1 I 2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630 -9745
MOISTURE DENSITY RELATIONS
Client: City of Coppell Report No.: 242109
Ms. Suzan Taylor
PO Box 9478 Project No.: 059909
Coppell TX 75019 Date of Service: 09/26/2005
Report Date: 09/29/2005
Project: East Sandy Lake Road �( t
ST 93 -01 tit Z04 1, 6 ( )
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: 09/26/2005
TEST FOR: L/T Paving Subgrade MATERIAL PREPARATION: Moist
NIATERIAL: Lime Treated Medium Brown RAMMER TYPE: Mechanical
Sandy Silty Clay w/ Limestone SANIPLED BY: K. Brimingham
CLASSIFICATION: L/T Paving Subgrade SAMPLE LOCATION: On Site, Station 66 +10
TEST METHOD: ASTM D -698 ASTM D -4318
Method B
REPORT OF TEST
MAXIMUM DRY DENSITY, pcf: 109.0 MOISTURE DENSITY RELATIONS
112 Zero air voids curve
OPTIMUM MOISTURE CONTENT, %: 16.5
Specific Gravity 2.70
LIQUID LIMIT: 110
Dry
PLASTIC LIMIT: Density
(pct)
PLASTICITY INDEX: Non - plastic 108
106
•
104
12 14 16 18 20 22 24
MOISTURE CONTENT ( %) 4 O F
Technician: Ken Br11nin ham � '
Report Distribution: EPA �, 4
(1) City of Coppell i
( l ) 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
Rone Engineering 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: City of Coppell Report No.: 242108
Ms. Suzan Taylor Project No.: 059909
PO Box 9478 Date of Service: 09/26/2005
Coppell TX 75019
Report Date: 09/29/2005
Project: East Sandy Lake Road
ST 93 -01 " Zk10
2
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: 09/26/2005
TEST FOR: L/T Paving Subgrade MATERIAL PREPARATION: Moist
MATERIAL: Lime Treated Tan & Reddish RAMMER TYPE: Mechanical
Brown Sandy Clay w/ Limestone SAMPLED BV: K. Brimingham
CLASSIFICATION: L/T Paving Subgrade SAMPLE LOCATION: On Site, Station 64 +00
TEST METHOD: ASTM D -698 ASTM D -4318
Method B
REPORT OF TEST
MAXIMUM DRY DENSITY, pcf: 100,0 MOISTURE DENSITY RELATIONS
109 Zero air voids curve
OPTIMUM MOISTURE CONTENT, %: 17.5
Specific Gravity 2.70
LIQUID LIMIT: 107
Dry
PLASTIC LIMIT: Density
(pct)
PLASTICITY INDEX: Non- plastic 105
103
101
12 14 16 18 20 22 24
MOISTURE CONTENT ( %)
Technician: Ken Brimingham CAI Report Distpp ution: , a / f
(1) Cit 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
Rone Engineering 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: City of Coppell Report No.: 242107
Ms. Suzan Taylor Project No.: 059909
PO Box 9478 Date of Service: 09/26/2005
Coppell TX 75019
Report Date: 09/29/2005
Project: East Sandy Lake Road 1 1
ST 93 -01 L�� Z L�
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: 09/26/2005
TEST FOR: L/T Paving Subgrade MATERIAL PREPARATION: Moist
MATERIAL: Lime Treated Light Reddish RAMMER TYPE: Mechanical
Brown Sandy Clay SAMPLED BY: K. Brimingham
CLASSIFICATION: L/T Paving Subgrade SAMPLE LOCATION: On Site, Station 60 +90
TEST METHOD: ASTM D -698 ASTM D -4318
Method A
REPORT OF TEST
MAXIMUM DRY DENSITY, pcf: ,1 12.5 MOISTURE DENSITY RELATIONS
OPTIMUM MOISTURE CONTENT, %: 113 Zero'air voids curve
14.5 Specific Gravity 2.70
LIQUID LIMIT: 111
Dry 1
PLASTIC LIMIT: Density
(pci)
PLASTICITY INDEX: Non- plastic 109
107 I -e. 1 .
:_ __.
at
105
r t
• ,.
1
10 12 14 16 18 20 22
MOISTURE CONTENT ( %)
�PA / _ j g
�i
Technician: Ken Brimingham ` //
Report Distribution: �' j I
(I) City of Coppell / el
( 1 ) 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
R one Engineering 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: City of Coppell Report No.: 242106
Ms. Suzan Taylor Project No.: 059909
PO Box 9478 Date of Service: 09/26/2005
Coppell TX 75019 Report Date: 09/29/2005
Project: East Sandy Lake Road ,_OF C AI� v
ST 93 -01
Services: Obtain a sample of material from the 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: 09/26/2005
TEST FOR: L/T Paving Subgrade MATERIAL PREPARATION: Moist
MATERIAL: Lime Treated Reddish & Medium RAMMERTYPE: Mechanical
Brown Sandy Clay w/ Limestone SAMPLED BY: K. Brimingham
CLASSIFICATION: L/T Paving Subgrade SAMPLE LOCATION: On Site, Station 59 +20
TEST METHOD: ASTM D -698 ASTM D -4318
Method B
REPORT OF TEST
MAXIMUM DRY DENSITY, pcf: 108.0
MOISTURE DENSITY RELATIONS
112 Zero air voids curve
OPTIMUM MOISTURE CONTENT, %: 16.0 Specific Gravity 2.70
LIQUID LIMIT: 26 110
Dry
PLASTIC LIMIT: 25 Density
(Pct)
PLASTICITY INDEX: 1 108
106
104
11 13 15 17 19 21 23
MOISTURE CONTENT ( %)
Alr
Technician: Ken Brui nmgham '
�,� f i�
Report Distribution: i'' , r
(I) City of Coppell / ' � r
(1) City of Coppell
(1) Tiseo Paving K. Scott Watson, AET
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