CF-Cozby Library-LR051102 one Engineering
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630-9745
REPORT OF DRILLED PIER INSPECTION
Client:
City of Coppell
Ms. Sherfi Mo~no
PO Box 9478
Coppell TX 75019
Project: WT Cozby Public Library
177 N Heartz
Coppell, Texas
Services: Drilled Pier Inspection
Report No.: 244153
Project No.: 05 ! 0866
Date of Service: 10/27/2005
Report Date: 11/02/2005
Report of Inspection
On this date, a Rone Engineering Services, Ltd. representative(s} arrived on site
as scheduled to perform Drilled Pier Inspection. The results are attached.
Technician Time: 8:00am - 4:00pm
Page 1 of 2
Technician: Scott Mitchell
Report Distribution:
(l) City of Coppall
(1) City of Coppell
(1) City of Coppall
(1) H-B Construction, Inc.
K. Scott Watson, AET
CMT Operations 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 a~e addressed and shall not be reproduced except in full without the written approval of Rone Engineering Services, Ltd.
RONE ENGINEERING SERVICES, LTD.
Elient:
Project:
REPORT OF
STRAIGHT sItAFT PIER INSPECTION
City of Coppell
WT Cozby Public Library
Report No.: 244153
Project No.: 051086~
Date of Service: 10/27/2005
Page 2 of 2
Identification
Diameter (
of Pier From Surface,
a of Bearing Stratum From Surface (fl)
Penetration (fl)
if t)*
of Bottom I
lumb Within Tolerance I
Diameter (in) / Casing
r of Bars / Reinforcing Bar Size
of
Concrete was Placed I
a of Pier From T_.~ of Concrete
:vation: Surface (ft)**
op of Pier (f~)**
Bottom of Pier (fl)--**
To~_._of Bearing Stratum ~*
Stratum t
244154
, Additional Peneh-ation not requested unless n°ted' **Elevation by others
Remarks:
C/14.1
17.50 17.70
6.00 6.00
6.40 6.50
Dry
Yes Yes
20/19 20/21
5/#6 5/#6
20.20 20.10
11:03 AM 12:27 PM
2:28 PM 2:43 PM
22.00 22.60
23.10
17.00
6.00
6.10
Yes
20 / 20
5/#6
20.20
1:20 PM
3:09 PM
22.10
N/A
for Compressive S'a-ength Test
LIMITATIONS: The test results presented herein were p
or any other feature c
,L Our letters and reports are for the exclusive use of the clients to whom they
I Services, Ltd.
We assume r~ responsibility for variation
or conditions over which we have no
tnd shall not be reproduced except in full withoUt the written
one Engineenng
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630-9745
REPORT OF CYLINDER COLLECTION
Client: Ci~oppell }
Ivy. Sherri MO~lgO
~D Box 947j}g
Project: W~FCozby Public Library
177 N Heartz
Coppell, Texas
Serviees: Cylinder Collection
Report No.: 244330
Project No.: 0510866
Date of Service: 10/28/2005
Report Date: 11/02/2005
Report of Collection
On this date, a Rone Engineering Services, Ltd. representative arrived on site as
scheduled to pick up compressive strength test specimen cast prior to this date.
Technician Time: 8:15am - 9:30am
Page 1 of 1
Technician: Scott Mitchell
Report Distribution:
(l) City of Coppall
(l) City of Coppell
(1) City of Coppell
(1) H-B Construction, Inc.
Rone Engineering
.~. K. Scott Watson, AEI
CMT Operations Manager
LIMITATIONS: T~e 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.
99TM Palte 1 of I