Gateway BP(3.1)-LR070625
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:
Transwestem Commercial Services
5001 Spring Valley
Dallas, TX 75244
Report of In-Place Density Testing
Report No.: 288564
Project No.: 0712786
Date of Service: OS/24/2007
Report Date: 06/25/2007
Project: Gateway Business Center
Coppell, Texas
Services: Perform In-Place Density Testing
PROJECT DATA
Contractor: Constructors & Associates
Test Method: ASTM 0-2922
ASTM 0-3017
Gauge: Troxler 3430
Gauge Serial No: 34008
Test Mode: DT
Standard Counts
Moisture Density
Current: 643 Current: 2600
Previous: 652 Previous: 2631
MOISTURE DENSITY RELATIONS
MID No.
277809
277811
Description
Moisture
%
Maximum
Density
(pet)
89.0
94.0
Project Requirements
Moisture Density
Optimum +4 95 minimum
Optimum +4 95 minimum
Dark Brown / Clay
Tannish Brown & Dark Brown / Silty Clay
27.0
24.0
FIELD DENSITY TESTS
Test Probe MID Moisture Wet Density Dry Density Density
No Test Location Depth No. % (pet) (pet) (% max)
Paving subgrade
Parking lot north of Building 2, 70' north, 175' 6" 277811 21.9* 119.6 98.1 104
east from northwest corner, subgrade
Paving subgrade
2 Parking lot north of Building 2, 200' north, 190' 6" 277809 35.2* 117.5 86.9 98
east from northwest corner, subgrade
Paving subgrade
3 Parking lot north of Buildikng 2, 190' north, 70' 6" 277809 36.3 * 115.3 84.6 95
east from northwest corner, subgrade
Paving subgrade
4 Parking lot north of Building 2, 90' north 30' 6" 277811 30.8* 119.2 91.1 97
east from northwest corner, subgrade
Paving subgrade
5 Parking lot north of Buidling 2, 110' north, 350' 6" 277809 36.1 * 114.5 84.1 95
east from northwest corner, subgrade
An asterisk (*) appears next to results which do NOT meet the project specifications.
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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