Gateway BP(3.1)-LR070514 (2)Rone 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
M/D No.
277809 Dark Brown Clay
278271 Brown Clayey Sand
Test
No
Test Location
Description
Utility Backfill
1 Storm Line Drain B, Station 5 +50, 3' below
grade
Utility Backfill
2 Storm Line Drain B, Station 5 +50, 2' below
grade
Utility Backfill
3 Storm Line Drain B, Station 5 +50, 1' below
grade
Utility Backfill
4 Storm Line Drain B, Station 5 +50, final
Utility Backfill
5 Storm Line Drain B, Station 8 +00, 3' below
grade
PROJECT DATA
Gauge: Troxler 3430
Gauge Serial No: 35518
Test Mode: DT
MOISTURE DENSITY RELATIONS
FIELD DENSITY TESTS
Probe
Depth
Maximum
Moisture Density
(pcf)
27.0 89.0
11.0 118.0
M/D Moisture
No.
6" 277809 29.9 116.3
6" 277809 29.5 116.3
6" 277809 30.8 116.9
6" 277809 29.4 115.0
6" 277809 28.8 115.7
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.: 285629
Project No.: 0712786
Date of Service: 04/23/2007
Report Date: 05/14/2007
Standard Counts
Moisture Density
Current: 2516
Previous: 2526
Current: 732
Previous: 738
Project Requirements
Moisture Density
Optimum +4
2%
95 minimum
95 minimum
Wet Density Dry Density Density
(pcf) (pcf) max)
89.5 101
89.8 101
89.4 100
88.9 100
89.8 101
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 4
Rone Engineering
Client: Transwestern Commercial Services
5001 Spring Valley
Dallas, TX 75244
Project: Gateway Business Center
Coppell, Texas
Services: Perform In -Place Density Testing
Test
No
6
Test Location
Utility Backfill
Storm Line Drain B, Station 8 +00, 2' below
g rade
Utility Backfill
7 Storm Line Drain B, Station 8 +00, 1' below
grade
Utility Backfill
8 Storm Line Drain B, Station 8 +00, final
Utility Backfill
9 Lateral Line, Station
Utility Backfill
10 Lateral Line, Station
Utility Backfill
11 Lateral Line, Station
Utility Backfill
12 Lateral Line, Station
Utility Backfill
13 Lateral Line, Station
Utility Backfill
14 Building #2 Sanitary
grade
Utility Backfill
15 Building #2 Sanitary
grade
Utility Backfill
16 Building #2 Sanitary
Utility Backfill
17 Building #2 Sanitary
grade
4 +29, 4' below grade
4 +29, 3' below grade
4 +29, 2' below grade
4 +29, 1' below grade
4 +29, final
Sewer, 10 /C line, 2' below
Sewer, 10 /C line, 1' below
Sewer, 10 /C line, final
Sewer, C/12 line, 1' below
FIELD DENSITY TESTS
Probe
Depth
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.: 285629
Project No.: 0712786
Date of Service: 04/23/2007
Report Date: 05/14/2007
M/D Moisture Wet Density Dry Density Density
No. (pcf) (pcf) max)
6" 277809 28.5 117.7 91.6 103
6" 277809 29.7 116.6 89.9 101
6" 277809 28.5 115.8 90.1 101
6" 277809 29.7 115.6 89.1 100
6" 277809 28.5 115.5 89.9 101
6" 277809 31.1* 116.0 88.5 99
6" 277809 31.6* 115.4 87.7 99
6" 277809 32.1* 116.5 88.2 99
6" 277809 29.9 116.3 89.5 101
6" 277809 31.5* 116.1 88.3 99
6" 277809 29.5 116.3 89.8 101
6" 277809 31.4* 116.4 88.6 100
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 2 of 4
Rone Engineering
Client: Transwestern Commercial Services
5001 Spring Valley
Dallas, TX 75244
Project: Gateway Business Center
Coppell, Texas
Services: Perform In -Place Density Testing
FIELD DENSITY TESTS
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.: 285629
Project No.: 0712786
Date of Service: 04/23/2007
Report Date: 05/14/2007
Test Probe M/D Moisture Wet Density Dry Density Density
No Test Location Depth No. (pcf) (pcf) max)
Utility Backfill
18 Building #2 Sanitary Sewer, C /12 line, final 6" 277809 30.0 116.9 89.9 101
Utility Backfill
19 Building #2 Sanitary Sewer, C/12 line, 1' below 6" 278271 11.2 128.8 115.8 98
grade
Utility Backfill
20 Building #2 Sanitary Sewer, C/12 line, 1' below 6" 278271 12.7 128.4 113.9 97
grade
Utility Backfill
21 Building #2 Sanitary Sewer, C /12 line, 1' below 6" 278271 11.4 128.4 115.3 98
grade
Utility Backfill
22 Building #2 Sanitary Sewer, C /12 line, 1' below 6" 278271 10.9 129.2 116.5 99
grade
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.
(LB /LB) Page 3 of 4