Gateway BP(3.1)-LR070709
Rone Engineering
.
8908 Ambassador Row, Dallas, TX 75247
7701 W Little York, Ste 600, Houston, TX 77040
4421 Freitlrich, 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.: 290612
Project No.: 0712786
Date of Service: 06/20/2007
Report Date: 07/06/2007
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: Troxler 3430
Gauge Serial No: 25249
Test Mode: DT
Standard Counts
Moisture Density
Current: 645 Current: 2365
Previous: 648 Previous: 2370
MOISTURE DENSITY RELATIONS
MID No.
277809
Description
Moisture
%
Maximum
Density
(pet)
89.0
Project Requirements
Moisture Density
Optimum +4 95 min
Dark Brown / Clay
27.0
Test
No
Test Location
FIELD DENSITY TESTS
Probe MID
Depth No.
Moisture Wet Density Dry Density Density
% (pet) (pet) (% maxI
Paving
Retest due to rain, paving, center at building 2 6" 277809 28.8 111.0 86.2 97
Paving
2 Retest due to rain, paving, northeast of center 6" 277809 27.7 107.5 84.2 95
at building 2
Paving
3 Paving, north of building 1 6" 277809 32.4 * 104.6 79.0 89*
An asterisk (*) appears nelEt 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.
(SS/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.: 290869
Project No.: 0712786
Date of Service: 06/22/2007
Report Date: 07/06/2007
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
MID No.
277809
Description
Moisture
%
Maximum
Density
(pet)
89.0
Project Requirements
Moisture Density
Optimum +4 95 min
Dark Brown I Clay
27.0
FIELD DENSITY TESTS
Test Probe MID Moisture Wet Density Dry Density Density
No Test Location Depth No. % (pet) (pet) (% max)
Pavi ng/Utilities
Lateral A-1 B, Station 1 +45, 3' below grade 6" 277809 36.5* 113.8 83.4 94*
Paving/Utilities
2 50' southwest from northwest corner of building 6" 277809 45.5* 110.4 75.9 85*
1
Paving/Utilities
3 30' west, 30' north from southwest corner of 6" 277809 28.6 116.4 90.5 102
building 1
Paving/Utilities
4 25' west, 150' north from southwest corner of 6" 277809 31.0 116.6 89.0 100
building 1
Paving/Utilities
5 30' west, 30' south from northwest corner of 6" 277809 30.3 117.4 90.1 101
building 1
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.
(TM/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.: 289744
Project No.: 0712786
Date of Service: 06/11/2007
Report Date: 07/06/2007
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: Troxler 3430
Gauge Serial No: 34009
Test Mode: DT
Standard Counts
Moisture Density
Current: 654 Current: 2653
Previous: 648 Previous: 2608
MOISTURE DENSITY RELATIONS
MID No.
277809
277811
Description
Moisture
%
Maximum
Density
( pet)
89.0
94.0
Project Requirements
Moisture Density
Optimum +4 95 min
Optimum +4 95 min
Dark Brown I Clay
Tannish Brown & Dark Brown I Silty Clay
27.0
24.0
FIELD DENSITY TESTS
Test Probe MID Moisture Wet Density Dry Density Density
No Test Location Depth No. % (pet) (pet) (% max)
Pavement subgrade
Retest of test 1, date 5-24-07, #288564 6" 277811 27.7 120.3 94.2 100
Pavement subgrade
2 Retest of test 2, date 5-24-07, #288564 6" 277809 30.8 116.8 89.3 100
Pavement subgrade
3 Retest of test 3, date 5-24-07, #288564 6" 277809 30.4 116.7 89.5 101
Pavement subgrade
4 Retest of test 4, date 5-24-07, #288564 6" 277811 27.5 119.3 93.6 100
Pavement subgrade
5 Retest of test 5, date 5-24-07, #288564 6" 277809 35.2* 113.7 84.1 95
An asterisk (*) appears next to results which do NOT meet the project specifications.
Remarks: Test 5 still doesn't meet the required 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.
(SSfLB) Page 1 of 2