Gateway BP(3.1)-LR070626
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.: 288240
Project No.: 0712786
Date of Service: OS/22/2007
Report Date: 06/26/2007
Project: Gateway Business Center
Coppell, Texas
Services: Perform In-Place Density Testing
PROJECT DATA
Contractor: Constructors & Associates
Test Method: ASTM D-2922
ASTM D-3017
Gauge: 3430
Gauge Serial No: 35518
Test Mode: DT
Standard Counts
Moisture Density
Current: 733 Current: 2521
Previous: 730 Previous: 2525
MOISTURE DENSITY RELATIONS
MID No.
277809
Description
Moisture
%
Maximum
Density
(pet)
89.0
Project Requirements
Moisture Density
Optimum +4 95 min
Dark Brown I Clay
27.0
Test
No
Test Location
FIELD DENSITY TESTS
Probe MID
Depth No.
Moisture Wet Density Dry Density Density
% (pet) (pet) (% max)
2
Utility Backfill
Storm drain, station # 5+00, 3' below grade
Utility Backfill
Storm drain, station # 5+00, l' below grade
Utility Backfill
Storm drain, station # 5+00, Final
6"
277809
28.5
115.8
90.1
101
6"
277809
29.7
115.6
89.1
100
3
6"
277809
28.5
115.5
89.9
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 2
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.: 287918
Project No.: 0712786
Date of Service: 05/18/2007
Report Date: 06/26/2007
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: 3430
Gauge Serial No: 35518
Test Mode: OT
Standard Counts
Moisture Density
Current: 730 Current: 2526
Previous: 738 Previous: 2504
MOISTURE DENSITY RELATIONS
MID No.
277811
Description
Tannish Brown & Dark Brown I Silty Clay
Moisture
%
Maximum
Density
(pet)
94.0
Project Requirements
Moisture Density
Optimum +4 95 min
24.0
FIELD DENSITY TESTS
Test Probe MID Moisture Wet Density Dry Density Density
No Test Location Depth No. % (pet) (pef) (% max)
Utility backfill
Storm line Drain B, station # 6+00, 4' below 6" 277811 24.4 112.3 90.3 96
grade
Utility backfill
2 Storm line Drain B, station # 6+00, 3' below 6" 277811 24.0 112.1 90.4 96
grade
Utility backfill
3 Storm line Drain B, station # 6+00, 2' below 6" 277811 24.1 112.7 90.8 97
grade
Utility backfill
4 Storm line Drain B, station # 6+00, l' below 6" 277811 24.6 112.6 90.4 96
grade
Utility backfill
5 Storm line Drain B, station # 6+00, Final 6" 277811 24.7 112.7 90.4 96
Utility backfill
6 Storm line Drain B, station # 9+00,4' below 6" 277811 24.2 112.0 90.2 96
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.
(TM/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.: 287918
Project No.: 0712786
Date of Service: 05/18/2007
Report Date: 06/26/2007
Project: Gateway Business Center
Coppell, Texas
Services: Perform In-Place Density Testing
FIELD DENSITY TESTS
Test Probe MID Moisture Wet Density Dry Density Density
No Test Location Depth No. % (pef) (pef) (%max)
Utility backfill
7 Storm line Drain 8, station # 9+00, 3' below 6" 277811 24.0 113.0 91.1 97
grade
Utility backfill
8 Storm line Drain 8, station # 9+00, 2' below 6" 277811 24.2 113.0 91.0 97
grade
Utility backfill
9 Storm line Drain 8, station # 9+00, l' below 6" 277811 24.8 113.3 90.8 97
grade
Utility backfill
10 Storm line Drain 8, station # 9+00, Final 6" 277811 24.3 113.0 90.9 97
Utility backfill
11 3" W/L, 50' from east end, 2' below grade 6" 277811 24.7 112.7 90.4 96
Utility backfill
12 3" W/L, 50' from east end, l' below grade 6" 277811 24.8 112.3 90.0 96
Utility backfill
13 3" W/L, 50' from east end, Final 6" 277811 24.9 112.7 90.2 96
Utility backfill
14 3" W/L, 350' from east end, 2' below grade 6" 277811 24.3 112.5 90.5 96
Utility backfill
15 3" W/L, 350' from east end, l' below grade 6" 277811 24.3 117.6 94.6 101
Utility backfill
16 3" W/L, 350' from east end, Final 6" 277811 24.3 112.4 90.4 96
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 repnoduced except in full without the written appnoval of Rone Engineering Services, Ltd.
(TM/LB) Page 2 of 3