Kountry Donuts-LR080904
Rone En~=::I
Client:
Mrs. Shawna Kim
1403 Savoy Ct
Colleyville, TX 76034
ountry Donuts
Coppell, Texas
Se ces: Perform In-Place Density Testing
Con ctor: Cooper General Contractors
Test Method: ASTM 0-6938
8908 Ambassador Row, Dallas, TX 75247
7701 W Little York, Ste 600, Houston, TX 77040
4421 Freldrlch, Ste 195, Austin, TX 76744
Corporate Phone: (214) 630-9745
Report of In-Place Density Testing
Report No.: 331732
Project No.: 0814449
Date of Service: 08/30/2008
Report Date: 09/04/2008
PROJECT DATA
Gauge: Troxler 3430
Gauge Serial No: 34009
Test Mode: DT
Standard Counts
Moisture Density
Current: 747 Current: 2348
Previous: 747 Previous: 2347
MOISTURE DENSITY RELATIONS
MID No.
321276
Description
Dark Brown I Clay wi Limestone
Test
No Test Location
Fire Lane. Utility Backfill
Sewer line crossing fire lane, final
Fire Lane. Utility Backfill
2 Storm line A, Station 0+5, final
Fire Lane - Utility Backfill
3 Fire lane, centerline, final
Technician: Heath Tally
Report Distribution:
Orig: Mrs. Shawna Kim (Colleyville, TX) (1-cc copy)
1-ec Cooper General Contractors Attn: Mr. Bill Cawley
1-ec Rone Project Manager Alln: Mr. Gary Dry
1-ec City of Coppell Alln: Mr. Larry Davis
1-ec City of Coppell Alln: Mr. Lee Stone
Moisture
OJ'.
20.1
Maximum
Density
(pet)
102.7
Project Requirements
Moisture Density
Optimum +4 95 min
FIELD DENSITY TESTS
Probe MID Moisture Wet Density Dry Density Density
Depth No. % (pet) (pet) ('Yomax)
8" 321276 22.1 123.7 101.3 ~
8" 321276 23.6 124.7 100.9
8" 321276 21.4 123.7 101.9 tP
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Started: 07:15am Finished: 09:15am
Rone Engineering
~ '0. U \
Gary Dry SET
Project Manager
LIMIT A nONS: 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 cond~ions 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.
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