Gateway BP(3.1)-LR070803
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.: 292874
Project No.: 0712786
Date of Service: 07/20/2007
Report Date: 08/03/2007
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: 35558
Test Mode: DT
Standard Counts
Moisture Density
Current: 604 Current: 2340
Previous: 609 Previous: 2375
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
277810 Tannish Brown I Silty Clay 24.5 93.5 Optimum +4 95min
FIELD DENSITY TESTS
Test Probe MID Moisture Wet Density Dry Density Density
No Test Location Depth No. % (pet) (pet) (% max)
Paving, subgrade
50' south of southwest corner building, 6" 277809 28.1 110.3 86.1 97
southwest packing, building 1
Paving, subgrade
2 200' south of southwest corner building, 6" 277810 24.8 110.7 88.7 95
southwest packing, building 1
Paving, subgrade
3 150' south, 150' east from southwest corner 6" 277809 27.4 108.8 85.4 96
. building
Paving, subgrade
4 40' south, 150' east from southwest building 6" 277810 27.1 115.4 90.8 97
comer
Paving, subgrade
5 40' south, 300' east from southwest corner 6" 277809 27.7 110.5 86.5 97
building
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.
(LB/LB) Page 1 of 3
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.: 293233
Project No.: 0712786
Date of Service: 07/24/2007
Report Date: 08/03/2007
Project: Gateway Business Center
Coppell, Texas
Services: Perform In-Place Density Testing
PROJECT DATA
Contractor: Constructors & Associates
Test Method: ASTM 0-2922
ASTM D-3017
Gauge: Troxler 3430
Gauge Serial No: 35558
Test Mode: DT
Standard Counts
Moisture Density
Current: 604 Current: 2340
Previous: 609 Previous: 2375
MOISTURE DENSITY RELATIONS
Description
Moisture
%
Maximum
Density
(pet)
89.0
Project Requirements
Moisture Density
Optimum +4 95 min
MID No.
277809
Dark Brown / Clay
27.0
FIELD DENSITY TESTS
Test Probe MID Moisture Wet Density Dry Density Density
No Test Location Depth No. % (pet) (pet) (%max)
Paving, subgrade
100' south, 300' east from southwest building 6" 277809 29.9 112.2 86.4 97
comer
Paving, subgrade
2 200' south, 300' east from southwest building 6" 277809 30.8 113.0 86.4 97
corner
Paving, subgrade
3 50' north, 80' east from southeast building 6" 277809 30.3 113.5 87.1 98
corner
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.
(LB/LB) Page 1 of 2