Gateway BP(2.5)-LR140128. L= FFF
Client: Duke Realty
14241 Dallas Parkway
Dallas, TX 75254
Project: BMSC - Naterra
1250 S. Freeport Parkway
Coppell, Texas
Services: Drilled Pier Inspection
Report of Inspection
D rille r: Auger D rillin g
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 Drilled Pier Inspection
Report No.: 466557
Project No.: 1318601
Date of Service: 01/24/2014
Report Date: 01/28/2014
Pier Identification
#215
#216
#217
#218
#219
Pier Diameter (in)
24
24
24
24
24
Depth of Pier From Surface (ft)
38.20
37.20
37.40
37.80
39.70
Depth of Bearing Stratum From Surface (ft)
29.00
28.00
28.60
29.00
30.60
Required Penetration (ft)
8.00
8.00
8.00
8.00
8.00
Actual Penetration (ft)*
9.20
9.20
8.80
8.80
9.10
Condition of Bottom (wet /dry)
D ry
D ry
D ry
D ry
D ry
Plumb Within Tolerance (yes /no)
Yes
Yes
Yes
Yes
Yes
Casing Diameter (in) /Casing Length (ft)
26 /29
26 /28
26 /28
26 /29
26 /30.6
NumberofBars /Reinforcing Bar Size
6 / #6
6 / #6
6 / #6
6 / #6
6 / #6
Length of Reinforcing Steel (ft)
38.30
37.00
37.50
38.00
39.80
Time Drilling was Completed (am /pm)
10:30 AM
12:00 PM
2:00 PM
3:00 PM
4:00 PM
Time Concrete was Placed (am /pm)
2:00 PM
2:20 PM
2:45 PM
3:25 PM
N/A
Depth of Pier From Top of Concrete (ft)
38.80
37.70
38.00
38.40
40.30
E levatio n : S u rface (ft) **
97.40
97.50
97.40
97.40
97.40
Elevation: Top of Pier (ft) **
98.00
98.00
98.00
98.00
98.00
Elevation: Bottom of Pier (ft) **
59.20
60.30
60.00
59.60
57.70
Elevation: Top of Bearing Stratum (ft.) **
68.40
69.50
68.80
68.40
66.80
Bearing Stratum (description)
Gray Shale
Note: See Report# 466558 for Compressive Strength Test Specimens.
*Additional Penetration not requested unless noted. * *Elevation by others
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 3
. L= FFF
Client: Duke Realty
14241 Dallas Parkway
Dallas, TX 75254
Project: BMSC - Naterra
1250 S. Freeport Parkway
Coppell, Texas
Services: Drilled Pier Inspection
D rille r: Auger D rillin g
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 Drilled Pier Inspection
Report No.: 466557
Project No.: 1318601
Date of Service: 01/24/2014
Report Date: 01/28/2014
Pier Identification
#220
Pier Diameter (in)
24
Depth of Pier From Surface (ft)
39.00
Depth of Bearing Stratum From Surface (ft)
30.00
Required Penetration (ft)
8.00
Actual Penetration (ft)*
9.00
Condition of Bottom (wet /dry)
Dry
Plumb Within Tolerance (yes /no)
Yes
Casing Diameter(in) /Casing Length (ft)
26/30
NumberofBars /Reinforcing Bar Size
6 / #6
Length of Reinforcing Steel (ft)
39.20
Time Drilling was Completed (am /pm)
4:45 PM
Time Concrete was Placed (am /pm)
5:40 PM
Depth of Pier From Top of Concrete (ft)
39.70
E le v a do n: Surface (ft) **
97.30
Elevation: Top of Pier (ft) **
98.00
E le v a do n: Bottom of Pier (ft) **
58.30
Elevation: Top of Bearing Stratum (ft.) **
67.30
Bearing Stratum (description)
Gray Shale
Note: See Report# 466558 for Compressive Strength Test Specimens.
* Additional Penetration not requested unless noted. * *Elevation by others
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 2 of 3
. L= FFF
Client: Duke Realty
14241 Dallas Parkway
Dallas, TX 75254
Project: BMSC - Naterra
1250 S. Freeport Parkway
Coppell, Texas
Services: Drilled Pier Inspection
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 Engineering Analyst Attn: Mr. Steve Burns
1 -ec BMSC Naterra Attn: Mr. Ralph Novak
1 -ec Beauty Manufacturing Solutions Corp.
Attn: Mr. Ralph Novak
1 -ec Redi -Mix Concrete Attn: Redi Mix
1 -ec AECC, Inc. Attn: Attn: Wesley White
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 Drilled Pier Inspection
Report No.: 466557
Project No.: 1318601
Date of Service: 01/24/2014
Report Date: 01/28/2014
Technician: Rick Smith Started: 07:15am Finished: 06:30pm 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.
(SW/SW)
Page 3 of 3