Gateway BP(3.1)-LR071029
Rone Engineering
.
8908 Ambassador Row, Dallas, TX 75247
7701 W Little York, Ste 600, Houston, TX 77040
4421 Freidrich, Ste 195, Austin, TX 78744
Corporate Phone: (214) 630-9745
Client:
Transwestern Commercial Services
5001 Spring Valley
Dallas, TX 75244
Report of In-Place Density Testing
Report No.: 301388
Project No.: 0712786
Date of Service: 10/08/2007
Report Date: 10/29/2007
Project: Gateway Business Center
Coppell, Texas
Services: Perform In-Place Density Testing
PROJECT DATA
Contractor: Constructors & Associates
Test Method: ASTM 0-6938
Gauge: Troxler 3430
Gauge Serial No: 33305
Test Mode: DT
Standard Counts
Moisture Density
Current: 555 Current: 2556
Previous: 554 Previous: 2541
MOISTURE DENSITY RELATIONS
Maximum
Moisture Density Project Requirements
MID No. Description % (pet) Moisture Density
277809 Dark Brown I Clay 27.0 89.0 Optimum +4 95 min
FIELD DENSITY TESTS
Test Probe MID Moisture Wet Density Dry Density Density
No Test Location Depth No. % (pet) (pet) (%max)
Paving, northwest side
50' north, 30' west from northwest building 6" 277809 29.6 110.9 85.6 96
corner, final
Paving, northwest side
2 60' east, 60' north from northwest building 6" 277809 27.2 108.0 84.9 95
corner, final
Paving, northwest side
3 150' east, 25' north from northwest building 6" 277809 30.4 112.5 86.3 97
corner, final
Paving, northwest side
4 175' east, 50' north from northwest building 6" 277809 28.8 110.1 85.5 96
corner, final
Paving, northwest side
5 275' east, 70' north from northwest building 6" 277809 29.0 112.4 87.1 98
corner, final
Paving, northwest side
6 350' east, 65' north from northwest building 6" 277809 27.6 109.7 86.0 97
corner, final
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.
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