Magnolia Rest-LR030805RoneEngineers
Client:
Purple Mountain Construction Services
Atto: Mr. JeffBurldaam
4712 Memphis St.
Dallas TX 75207
Project:
Services:
Deliman Grill
605 N. Denton Tap Road
Coppell, TX
Perform In-Place Density Test in accordance with ASTM Standards.
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
Report No.: 191327
Project No.: 037748
Date of Service: 07/24/2003
Report Date: 08/05/2003
PROJECT DATA
CONTRACTOR: Purple Mountain Construction
Test Methods:
ASTM D-2922
ASTM D-3017
M/D No. Description
Gauge: Troxler 3430
Moisture
Gauge Serial No: 34009 Current: 642
Test Mode: DT
Previous: 641
MOISTURE DENSITY RELATIONS
Maximum
Reddish Brown Clayey Sand
Standard Counts
Density
Current: 2903
Moisture % Density per
Previous: 2881
Project Requirements
Moisture Density
11.0
119.5 Optimum +
95 min
2 Medium Brown Clayey Sand
11.5
117.0 Optimum +
95 min
FIELD DENSITY TESTS
TEST PROBE
NO TEST LOCATION DEPTH
M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
No. (%) (pc0 (Pc0 (% max)
12.0 123.9 110.6
Building Pad/Select Fill
1 20' south, 30' west of the northeast comer of 6" 2
the building
Building Pad/Select Fill
2 15' south, 50' east of the northwest comer of 6" 2 13.5
the building
Building Pad/Select Fill
3 10' north, 20' east of the southwest comer of 6" 2 12.1
the building
129.9 114.4
126.1 112.5
Test results on this repo~ meet pr~ect specification.
Building pad material tested on 7/8/03, report #190421, was removed due to a
change in material. The material installed on 7/8/03 had a plasticity index
95
98
96
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, performance, 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 m whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineers, Ltd.
07DD Page 1 of 2
Report No.: 191327 Rone£n~gine~ers
Project No.: 037748 Client: Purple Mountain Construction Services ...............
greater than specified range of 6 to 16.
Technician: Jan-od Miller
Report Distribution:
(1) Purple Motmtain Construction Services
Started: 8:00am
Finished: 9:30am
Rone~g~
Project
nager
LIMITATIONS: The test results presented he.in were prepared based upon the epe~i flc samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, performance, 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 we of the clients to whom they are addressed and shall not be reproduced except in full without the wr?aen approval of Rone Engineers, Ltd.
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