Gateway BP(2.5)-LR140131. 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.: 466681
14241 Dallas Parkway
Project No.: 1318601
Dallas, TX 75254
Date of Service: 01/28/2014
Report Date: 01/31/2014
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: 709 Current: 2304
Test Mode: DT
Previous: 705 Previous: 2321
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
FIELD DENSITY TESTS
Test
Probe M/D Moisture Wet Density Dry Density Density
No Test Location
Depth No.
% (pcf) (pcf) (% max)
Building Pad Select
1 G.5 -10, 1st Lift
6" 463863
12.6 114.6 101.8 89*
Building Pad Select
2 G.5 -12, 1 st Lift
6" 463863
14.5 120.1 104.9 91 *
Building Pad Select
3 J -10, 1 st Lift
6" 463863
17.4* 122.3 104.2 91 *
Building Pad Select
4 J -12, 1st Lift
6" 463863
15.4 116.0 100.5 88*
Building Pad Select
5 J -13.5, 1 st Lift
6" 463863
11.9 126.3 112.9 98
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.
(S B/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.: 466681
Project No.: 1318601
Date of Service: 01/28/2014
Report Date: 01/31/2014
Technician: Rick Smith Started: 07:30am Finished: 09:30am 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.
(S B/S W)
Page 2 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
Contractor:
Test Method: ASTM D -6938
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
PROJECT DATA
Gauge: Troxler 3430
Gauge Serial No: 36438
Test Mode: DT
MOISTURE DENSITY RELATIONS
M/D No. Description
463863 Reddish Brown / Clayey Sand
FIELD DENSITY TESTS
Probe M/D
Depth No.
6" 463863
Test
No Test Location
Select fill
1 Retest of test #1, report #466681 dated
1/28/2014
Select fill
2 Retest of test #2, report #466681 dated
1/28/2014
Select fill
3 Retest of test #3, report #466681 dated
1/28/2014
Select fill
4 Retest of test #4, report #466681 dated
1/28/2014
Report No.: 466757
Project No.: 1318601
Date of Service: 01/29/2014
Report Date: 01/31/2014
Standard Counts
Moisture Density
Current: 707 Current: 2290
Previous: 709 Previous: 2304
Maximum
12.3
Moisture Density
Project Requirements
% (pcf)
Moisture Density
13.5 114.9
-2/ +2 95 min
Moisture Wet Density Dry Density Density
% (pcf) (pcf) (% max)
11.8 127.1 113.7 99
6" 463863
12.3
125.0
111.3
97
6" 463863
15.5
127.4
110.3
96
6" 463863
12.9
125.0
110.7
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 reproduced except in full without the written approval of Rone Engineering Services, Ltd.
(S W/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.: 466757
Project No.: 1318601
Date of Service: 01/29/2014
Report Date: 01/31/2014
Technician: Rick Smith Started: 05:45pm Finished: 07:15pm 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.
(SW/SW)
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.: 466682
14241 Dallas Parkway
Project No.: 1318601
Dallas, TX 75254
Date of Service: 01/28/2014
Report Date: 01/31/2014
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: 709 Current: 2304
Test Mode: DT
Previous: 705 Previous: 2321
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
FIELD DENSITY TESTS
Test
Probe M/D Moisture Wet Density Dry Density Density
No Test Location
Depth No.
% (pcf) (pcf) (% max)
Building Pad Select
1 G.5 -13.5, 1 st Lift
6" 463863
12.9 124.8 110.5 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 reproduced except in full without the written approval of Rone Engineering Services, Ltd.
(S B/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.: 466682
Project No.: 1318601
Date of Service: 01/28/2014
Report Date: 01/31/2014
Technician: Rick Smith Started: 12:15pm Finished: 03:30pm 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.
(S B/S W)
Page 2 of 2