Gateway BP(2.5)-LR140129. L= FFF
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
Client: Duke Realty Report No.: 466320
14241 Dallas Parkway Project No.: 1318601
Dallas, TX 75254
Date of Service: 01/18/2014
Report Date: 01/29/2014
Project: BMSC - Naterra
1250 S. Freeport Parkway
Coppell, Texas
Services: Perform In -Place Density Testing
PROJECT DATA
Contractor: Standard Counts
Test Method: ASTM D -6938 Gauge: Troxler 3430 Moisture Density
Gauge Serial No: 36438 Current: 707 Current: 2311
Test Mode: DT Previous: 714 Previous: 2299
MOISTURE DENSITY RELATIONS
Maximum
Moisture Density Project Requirements
M/D No. Description % (pcf) Moisture Density
464630 Dark Brown / Clay 27.6 90.7 -2/ +4 95 min
Test
No
Test Location
Paving
1 120 yards north of west entrance
Paving
2 200 yards north of west entrance
FIELD DENSITY TESTS
Probe
M/D
Depth
No.
6"
464630
6"
464630
Moisture Wet Density
Dry Density
Density
% (pcf)
(pcf)
(% max)
30.8 117.7
90.0
99
26.7 113.5
89.6
99
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.
(HJ /S W)
Page 1 of 2
. L= FFF
Client: Duke Realty
14241 Dallas Parkway
Dallas, TX 75254
Project: BMSC - Naterra
1250 S. Freeport Parkway
Coppell, Texas
Services: Perform In -Place Density Testing
Report Distribution:
Orig: Duke Realty (Dallas, TX) Attn: Mr. Brian Pierce
(1 -ec copy)
1 -ec Rone Engineering Project Managers
Attn: Mr. Scott Watson, CET
1 -ec Duke Realty Attn: Mr. Rob VanDame
1 -ec Redi -Mix Concrete Attn: Redi Mix
1 -ec BMSC Naterra Attn: Mr. Ralph Novak
1 -ec Pacheco Koch Consulting Engineers
Attn: Mr. Clayton Strolle
1 -ec Engineering Analyst Attn: Mr. Steve Burns
1 -ec Cooper Excavation Attn: Mr. Ric Linnebur
1 -ec AECC, Inc. Attn: Attn: Wesley White
1 -ec Beauty Manufacturing Solutions Corp.
Attn: Mr. Ralph Novak
1 -ec Duke Realty Attn: Mr. Rob VanDame
1 -ec Duke Realty Attn: Mr. Bruce Dillon
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.: 466320
Project No.: 1318601
Date of Service: 01/18/2014
Report Date: 01/29/2014
Technician: Rick Smith Started: 08:15am Finished: 01:OOpm Rone Engineering
K. Scott Watson, CET
Project Manager
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.
(HJ /S W)
Page 2 of 2
. L= FFF
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
Client: Duke Realty Report No.: 466380
14241 Dallas Parkway Project No.: 1318601
Dallas, TX 75254
Date of Service: 01/21/2014
Report Date: 01/29/2014
Project: BMSC - Naterra
1250 S. Freeport Parkway
Coppell, Texas
Services: Perform In -Place Density Testing
PROJECT DATA
Contractor: Standard Counts
Test Method: ASTM D -6938 Gauge: Troxler 3430 Moisture Density
Gauge Serial No: 36438 Current: 706 Current: 2275
Test Mode: DT Previous: 639 Previous: 2341
MOISTURE DENSITY RELATIONS
Maximum
Moisture Density Project Requirements
M/D No. Description % (pcf) Moisture Density
464630 Dark Brown / Clay 27.6 90.7 Minimum +4 92 -96
Test
No
Test Location
Building Pad
1 Gridline F.5/10, 2' below grade
Building Pad
2 Gridline F.5/5.5, 2' below grade
Building Pad
3 Gridline F.5/4, 2' below grade
Building Pad
4 Gridline F.5/2.5, 2' below grade
Building Pad
5 Gridline F.5/1, 2' below grade
FIELD DENSITY TESTS
Probe
M/D
Depth
No.
6"
464630
6"
464630
6"
464630
6"
464630
6"
464630
Moisture
Wet Density
Dry Density
Density
%
(pcf)
(pcf)
(% max)
35.2
113.6
84.0
93
32.5
113.3
85.5
94
31.7
111.4
84.6
93
33.1
111.3
83.6
92
33.3
112.4
84.3
93
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.
(HJ /S W)
Page 1 of 2
. L= FFF
Client: Duke Realty
14241 Dallas Parkway
Dallas, TX 75254
Project: BMSC - Naterra
1250 S. Freeport Parkway
Coppell, Texas
Services: Perform In -Place Density Testing
Report Distribution:
Orig: Duke Realty (Dallas, TX) Attn: Mr. Brian Pierce
(1 -ec copy)
1 -ec Rone Engineering Project Managers
Attn: Mr. Scott Watson, CET
1 -ec Duke Realty Attn: Mr. Rob VanDame
1 -ec Redi -Mix Concrete Attn: Redi Mix
1 -ec BMSC Naterra Attn: Mr. Ralph Novak
1 -ec Pacheco Koch Consulting Engineers
Attn: Mr. Clayton Strolle
1 -ec Engineering Analyst Attn: Mr. Steve Burns
1 -ec Cooper Excavation Attn: Mr. Ric Linnebur
1 -ec AECC, Inc. Attn: Attn: Wesley White
1 -ec Beauty Manufacturing Solutions Corp.
Attn: Mr. Ralph Novak
1 -ec Duke Realty Attn: Mr. Rob VanDame
1 -ec Duke Realty Attn: Mr. Bruce Dillon
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.: 466380
Project No.: 1318601
Date of Service: 01/21/2014
Report Date: 01/29/2014
Technician: Rick Smith Started: 04:OOpm Finished: 05:30pm Rone Engineering
K. Scott Watson, CET
Project Manager
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.
(HJ /S W)
Page 2 of 2
. L= FFF
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
Client: Duke Realty Report No.: 466578
14241 Dallas Parkway Project No.: 1318601
Dallas, TX 75254
Date of Service: 01/25/2014
Report Date: 01/29/2014
Project: BMSC - Naterra
1250 S. Freeport Parkway
Coppell, Texas
Services: Perform In -Place Density Testing
PROJECT DATA
Contractor: Standard Counts
Test Method: ASTM D -6938 Gauge: Troxler 3430 Moisture Density
Gauge Serial No: 36438 Current: 705 Current: 2321
Test Mode: DT Previous: 697 Previous: 2289
MOISTURE DENSITY RELATIONS
Maximum
Moisture Density Project Requirements
M/D No. Description % (pcf) Moisture Density
463863 Reddish Brown / Clayey Sand 13.5 114.9 -2/ +2 95 min
Test
No
Test Location
Building pad select
1 Grid lines A. 5/13.5, 1 st lift
Building pad select
2 Grid lines C/13.5, 1 st lift
Building pad select
3 Grid lines A/18.5, 2nd lift
Building pad select
4 Grid lines A/17, 2nd lift
Building pad select
5 Grid lines A/15.5, 2nd lift
Building pad select
6 Grid lines C/15.5, 2nd lift
Building pad select
7 Grid lines C/17, 2nd lift
FIELD DENSITY TESTS
Probe
M/D
Depth
No.
6"
463863
6"
463863
6"
463863
6"
463863
6"
463863
6"
463863
6"
463863
Moisture
Wet Density
Dry Density
Density
%
(pcf)
(pcf)
(% max)
12.5
123.9
110.1
96
12.8
125.0
110.8
96
14.4
125.4
109.6
95
12.1
122.7
109.5
95
12.7
124.0
110.0
96
13.6
124.4
109.5
95
12.7
130.9
116.2
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.
(TM /SW)
Page 1 of 3
1= FFF
Client: Duke Realty
14241 Dallas Parkway
Dallas, TX 75254
Project: BMSC - Naterra
1250 S. Freeport Parkway
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
FIELD DENSITY TESTS
Test Probe
No Test Location Depth
Building pad select
8 Grid lines C/18.5, 2nd lift
Report No.: 466578
Project No.: 1318601
Date of Service: 01/25/2014
Report Date: 01/29/2014
M/D Moisture Wet Density Dry Density Density
No. % (pcf) (pcf) (% max)
6" 463863 13.8 129.0 113.4 99
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 /SW)
Page 2 of 3
. L= FFF
Client: Duke Realty
14241 Dallas Parkway
Dallas, TX 75254
Project: BMSC - Naterra
1250 S. Freeport Parkway
Coppell, Texas
Services: Perform In -Place Density Testing
Report Distribution:
Orig: Duke Realty (Dallas, TX) Attn: Mr. Brian Pierce
(1 -ec copy)
1 -ec Rone Engineering Project Managers
Attn: Mr. Scott Watson, CET
1 -ec Duke Realty Attn: Mr. Rob VanDame
1 -ec Redi -Mix Concrete Attn: Redi Mix
1 -ec BMSC Naterra Attn: Mr. Ralph Novak
1 -ec Pacheco Koch Consulting Engineers
Attn: Mr. Clayton Strolle
1 -ec Engineering Analyst Attn: Mr. Steve Burns
1 -ec Cooper Excavation Attn: Mr. Ric Linnebur
1 -ec AECC, Inc. Attn: Attn: Wesley White
1 -ec Beauty Manufacturing Solutions Corp.
Attn: Mr. Ralph Novak
1 -ec Duke Realty Attn: Mr. Rob VanDame
1 -ec Duke Realty Attn: Mr. Bruce Dillon
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.: 466578
Project No.: 1318601
Date of Service: 01/25/2014
Report Date: 01/29/2014
Technician: Rick Smith Started: 07:15am Finished: 12:30pm Rone Engineering
K. Scott Watson, CET
Project Manager
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 /SW)
Page 3 of 3
. L= FFF
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
Client: Duke Realty Report No.: 466647
14241 Dallas Parkway Project No.: 1318601
Dallas, TX 75254
Date of Service: 01/27/2014
Report Date: 01/29/2014
Project: BMSC - Naterra
1250 S. Freeport Parkway
Coppell, Texas
Services: Perform In -Place Density Testing
PROJECT DATA
Contractor: Standard Counts
Test Method: ASTM D -6938 Gauge: Troxler 3430 Moisture Density
Gauge Serial No: 36438 Current: 705 Current: 2321
Test Mode: DT Previous: 697 Previous: 2289
MOISTURE DENSITY RELATIONS
Maximum
Moisture Density Project Requirements
M/D No. Description % (pcf) Moisture Density
464630 Dark Brown / Clay 27.6 90.7 Minimum +4 92 -96
Test
No
Test Location
Building pad
1 Grid lines D/1.5, 2' below grade
Building pad
2 Grid lines D/3.0, 2' below grade
Building pad
3 Grid lines D/4.5, 2' below grade
Building pad
4 Grid lines D /6, 2' below grade
FIELD DENSITY TESTS
Probe
M/D
Depth
No.
6"
464630
6"
464630
6"
464630
6"
464630
Moisture
Wet Density
Dry Density
Density
%
(pcf)
(pcf)
(% max)
37.2
115.7
84.3
93
31.6
110.3
83.8
92
34.4
112.9
84.0
93
33.4
112.6
84.4
93
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 /SW)
Page 1 of 2
. L= FFF
Client: Duke Realty
14241 Dallas Parkway
Dallas, TX 75254
Project: BMSC - Naterra
1250 S. Freeport Parkway
Coppell, Texas
Services: Perform In -Place Density Testing
Report Distribution:
Orig: Duke Realty (Dallas, TX) Attn: Mr. Brian Pierce
(1 -ec copy)
1 -ec Rone Engineering Project Managers
Attn: Mr. Scott Watson, CET
1 -ec Duke Realty Attn: Mr. Rob VanDame
1 -ec Redi -Mix Concrete Attn: Redi Mix
1 -ec BMSC Naterra Attn: Mr. Ralph Novak
1 -ec Pacheco Koch Consulting Engineers
Attn: Mr. Clayton Strolle
1 -ec Engineering Analyst Attn: Mr. Steve Burns
1 -ec Cooper Excavation Attn: Mr. Ric Linnebur
1 -ec AECC, Inc. Attn: Attn: Wesley White
1 -ec Beauty Manufacturing Solutions Corp.
Attn: Mr. Ralph Novak
1 -ec Duke Realty Attn: Mr. Rob VanDame
1 -ec Duke Realty Attn: Mr. Bruce Dillon
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.: 466647
Project No.: 1318601
Date of Service: 01/27/2014
Report Date: 01/29/2014
Technician: Rick Smith Started: 06:30am Finished: 04:OOpm Rone Engineering
K. Scott Watson, CET
Project Manager
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 /SW)
Page 2 of 2