Northlake 635(7)-LR060821Rone Engineering
_..
8908 Ambassador Row, Dallas TX 75247
4221 Freidrich Lane, Ste 195, Austin TX 78744
7701 W Little York, Ste 600, Houston TX 77040
Corporate Phone: (214) 630-9745
MOISTURE DENSITY RELATIONS
Client: Constructors & Associates
Mr. Bill Holnrighausen
333 Welborn Street, Ste. 200
Dallas TX 75219-5104
Project: CFC Building Addition
1333 Crestside
Report No.: 263854
Project No.: 0612080
Date of Service: 08/1$/2006
Report Date: 08/21/2006
Services: Obtain a sample of material from the jobsite, bring the sample back to the laboratory and perform a moisture density relationship test in
accordance with ASTM Standazds.
PROJECT DATA
CONTRACTOR: Constructors DATE SAMPLED: 08/15/2006
TEST FOR: Pavlrig Subgrade MATERIAL PREPARATION: Moi$t
MATERIAL: Dark & Light Brown Sandy Clay RAMMER TYPE: Mechanical
w/ Concrete Pieces SAMPLED BY: J. Landreth
CLASSIFICATION: Paving Subgrade SAMPLE LOCATION: 1 O' North of Curb @ New Fire Lane,
TEST METHOD: ASTM D-698 ASTM D-4318 Grid Line 4.0
Method A
REPORT OF TEST
MOLSTURE DENSITY RELATIONS
MAXIMUM DRY DENSITY, pcf: 1 O 1.O
OPTIMUM MOISTURE CONTENT, %: 19.5
LIQUID LIMIT: S']
PLASTIC LIMIT: 24
PLASTICITY INDEX: 33
15 17 19 Z1 ~s ~~
MOISTURE CONTENT (%)
Technician: Jesse Landreth
Report Distribution:
(1) Constructors & Associates
(1) City of Coppell
(1) City of Coppell
105
103
Dry
Density
(pcf)
101
99
97
i~
Ro gi ee ng
lc ael Cox, SET
Project Manager
LIIvIITATIONS: 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 aze addressed and shall not be reproduced except in full without the written approval of Rone Engineering Services, Ltd.
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