Gateway BP(3.1)-LR070808
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.: 294483
Project No.: 0712786
Date of Service: 08/03/2007
Report Date: 08/08/2007
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. % (pet) (pet) (% max)
Paving subgrade
6 525' south, 50' east from northwest comer of 6" 283076 24.5 114.8 92.2 97
paving area
Paving subgrade
7 615' south, 70' east from northwest comer of 6" 283076 27.2 121.9 95.8 101
paving area
Paving subgrade
8 40' south, 120' east from northwest comer of 6" 283076 24.4 113.2 91.0 96
paving area
Paving subgrade
9 140' south, 110' east from northwest corner of 6" 283076 27.6 118.8 93.1 98
paving area
Paving subgrade
10 240' south, 90' east from northwest corner of 6" 283076 28.0 118.0 92.2 97
paving area
Paving subgrade
11 340' south, 75' east from northwest corner of 6" 283076 24.6 114.3 91.7 97
paving area
Paving subgrade
12 440' south, 105' east from northwest corner of 6" 283076 26.0 114.2 90.6 95
paving area
Paving subgrade
13 540' south, 80' east from northwest corner of 6" 283076 24.5 116.5 93.6 99
paving area
Paving subgrade
14 640' south, 96' east from northwest corner of 6" 283076 24.9 117.0 93.7 99
paving area
Paving subgrade
15 740' south, 106' east from northwest corner of 6" 283076 24.4 116.9 94.0 99
paving area
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
.
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.: 294483
Project No.: 0712786
Date of Service: 08/03/2007
Report Date: 08/08/2007
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. % (pet) (pet) (%max)
Paving subgrade
16 840' south, 88' east from northwest comer of 6" 283076 24.8 116.4 93.3 98
paving area
Paving subgrade
17 SO' south, 60' east from northwest corner of 6" 283076 24.7 113.S 91.0 96
parking area
Paving subgrade
18 2S0' south, 70' east from northwest corner of 6" 283076 2S.3 118.0 94.2 99
parking area
Paving subgrade
19 380' south, 40' east from northwest corner of 6" 283076 26.7 118.3 93.4 98
parking area
Paving subgrade
20 SOO' south, 2S' east from northwest corner of 6" 283076 28.2 118.1 92.1 97
parking area
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.
(LBlLB) Page 3 of 4
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.: 294483
Project No.: 0712786
Date of Service: 08/03/2007
Report Date: 08/08/2007
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: 36440
Test Mode: OT
Standard Counts
Moisture Density
Current: 671 Current: 2875
Previous: 673 Previous: 2918
MOISTURE DENSITY RELATIONS
MID No.
283076
Description
Dark Brown I Clay wI Some Rock
Moisture
%
Maximum
Density
( pet)
95.0
Project Requirements
Moisture Density
Optimum +4 95 min
24.3
FIELD DENSITY TESTS
Test Probe MID Moisture Wet Density Dry Density Density
No Test Location Depth No. % (pet) (pet) (% maxI
Paving subgrade
25' south, 25' east from northwest corner of 6" 283076 26.8 120.6 95.1 100
paving area
Paving subgrade
2 125' south, 50' east from northwest corner of 6" 283076 24.6 116.1 93.2 98
paving area
Paving subgrade
3 225' south, 75' east from northwest corner of 6" 283076 25.1 117.2 93.7 99
paving area
Paving subgrade
4 325' south, 125' east from northwest corner of 6" 283076 26.3 118.0 93.4 98
paving area
Paving subgrade
5 425' south, 30' east from northwest corner of 6" 283076 26.0 116.7 92.6 98
paving area
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.
(LBILB) Page 1 of 4