Gateway BP(3.1)-LR070514Rone Engineering
Client: Transwestern Commercial Services
5001 Spring Valley
Dallas, TX 75244
Project: Gateway Business Center
Coppell, Texas
Services: Perform In -Place Density Testing
Contractor: Constructors Associates
Test Method: ASTM D -2922
ASTM D -3017
Test
No
Test Location
PROJECT DATA
MOISTURE DENSITY RELATIONS
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
Report of In -Place Density Testing
Report No.: 284803
Project No.: 0712786
Date of Service: 04/13/2007
Report Date: 05/14/2007
Standard Counts
Gauge: Troxler 3430 Moisture Density
Gauge Serial No: 35009 Current: 762 Current: 2417
Test Mode: DT Previous: 764 Previous: 2419
Maximum
Moisture Density Project Requirements
MID No. Description (pcf) Moisture Density
277809 Dark Brown Clay 27.0 89.0 Opt 4 95 minimum
FIELD DENSITY TESTS
Probe M/D Moisture Wet Density Dry Density Density
Depth No. (pcf) (pcf) max)
Utility Backfill
1 Storm Line Drain B, Station 0 +50, 4' below 6" 277809 29.6 113.0 87.2 98
grade
Utility Backfill
2 Storm Line Drain B, Station 0 +50, 3' below 6" 277809 30.9 115.6 88.3 99
grade
Utility Backfill
3 Storm Line Drain B, Station 0 +50, 2' below 6" 277809 30.6 115.3 88.3 99
grade
Utility Backfill
4 Storm Line Drain B, Station 0 +50, 1' below 6" 277809 30.9 115.3 88.1 99
grade
Utility Backfill
5 Storm Line Drain B, Station 3 +00, 4' below 6" 277809 30.5 114.8 88.0 99
grade
Utility Backfill
6 Storm Line Drain B, Station 3 +00, 3' below 6" 277809 31.0 114.0 87.0 98
grade
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) Page 1 of 3
Rone Engineering
Client: Transwestern Commercial Services
5001 Spring Valley
Dallas, TX 75244
Project: Gateway Business Center
Coppell, Texas
Services: Perform In -Place Density Testing
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
Report of In -Place Density Testing
Report No.: 284803
Project No.: 0712786
Date of Service: 04/13/2007
Report Date: 05/14/2007
FIELD DENSITY TESTS
Test Probe M/D Moisture Wet Density Dry Density Density
No Test Location Depth No. (pcf) (pcf) max)
Utility Backfill
7 Storm Line Drain B, Station 3 +00, 2' below 6" 277809 30.7 115.4 88.3 99
grade
Utility Backfill
8 Storm Line Drain B, Station 0 +50, 1' below 6" 277809 30.6 118.1 90.4 102
grade
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) Page 2 of 3