ST9301-LR050425 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.: 232291
Ms. Suzan Taylor Project No.: 059909
PO Box 9478 c Date of Service: 04/21/2005
Coppell TX 75019 i �.1 Sol Report Date: 04/25/2005
Project: East Sandy Lake Road �� ��
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: 04/21/2005
TEST FOR: General Fill MATERIAL PREPARATION: Moist
MATERIAL: Light Brown Sandy Clay w/ RAMMERTYPE: Mechanical
Limestone Fragments SAMPLED BY: J. Jernigan
CLASSIFICATION: General Fill SAMPLE LOCATION: Contractor Supplied Sample
TEST METHOD: ASTM D -698 ASTM D -4318
Method B
REPORT OF TEST
MAXIMUM DRY DENSITY, pcf: 122.5
MOISTURE DENSITY RELATIONS
123 Zero air voids curve
OPTIMUM MOISTURE CONTENT, %: 1 1 .0 Specific Gravity 2.70
LIQUID LIMIT: 33 1
Dry
PLASTIC LIMIT: ] 6 Density
(pcf)
PLASTICITY INDEX: 17 119
/ ti
117 i t :ti
I
1
115
's
1 it
6 8 10 12 14 • 16 18
MOISTURE CONTENT ( %)
-
if
Technician: Joe Jernigan
neering
Report Distribution:
fi -
(1) City ofCoppell
(1) City of Coppel l
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
Rime 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
IN -PLACE DENSITY TESTING
Client: City of Coppell Report No.: 231704
Ms. Suzan Taylor Project No.: 059909
PO Box 9478 ��
Coppell TX 75019 Date of Service: 04/13/2005
�� ���0 Report Date: 04/25/2005
Project: East Sandy Lake Road Z
ST 93 -01
Services: Perform In -Place Density Test in accordance with ASTM Standards.
PROJECT DATA
CONTRACTOR: Tiseo Paving Company Gauge: Troxler 3430 Standard Counts
Test Methods: ASTM D -2922 Moisture Density
ASTM D -3017 Gauge Serial No: 35558 Current: 610 Current: 2430
Test Mode: DT Previous: 609 Previous: 2491
MOISTURE DENSITY RELATIONS
Maximum Project Requirements
MAD No. Description Moisture % Density pcf Moisture Density
1 Brown Sandy Clay w/ limestone fragments & 10.5 122.0 Optimum +4 95 min
Organics
FIELD DENSITY TESTS
TEST PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. ( %) (pci) (pci) (% max)
Paving subgrade
1 East Sandy Lake Road, Station 55 +75 6" 1 12.3 135.5 120.7 99
Paving subgrade
2 East Sandy Lake Road, Station 58 +75 6" 1 13.2 134.9 119.2 98
Paving subgrade
3 East Sandy Lake Road, Station 61 +50 6" 1 12.0 133.6 119.3 98
Test results on this report meet project specification.
•�i�/ ' •
Technician: Julio Perez Started: 8 :00am Finished: 10:15a Ro 1 I i er _
Report Distribution: ,P/
(I) City of Coppell
(1) City of Coppell Wlay 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
07TM Page 1 of 1