Freeport NIP(7.0)-LR030814RoneEngineers
A LEIGH COMPANY
Client: Duke Realty Services, LP
Attn: Mr. Jeff Langston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Project:
Services:
On this date, a Rone Engineers, Ltd. representative(s) arrived on site as
scheduled to perform Reinforcing Steel Inspection. The results are attached.
Technician Time: 1:00 PM 2:00 PM
Page 1 of 2
Freeport 10
500 Freeport Parkway
Coppell, TX
Reinforcing Steel Inspection
Technician: Lanny Gist
Report Distribution:
(1) Duke Realty Services, LP
(1) Duke Realty Services, LP
(1) City of Coppell Engineering Dept.
(1) Pacheco Koch Consulting Engineers
Report of Inspection
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 REINFORCING STEEL INSPECTION
Report No.:
Project No.:
Date of Service:
Report Date:
192531
037333
08/12/2003
08/14/2003
(1) Engineering Analyst
(1) City of Coppell Bldg. Inspections 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, performance, 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 Engineers, Ltd.
99DF Page 1 of 1
Items Inspected:
Conforming
Non
Conforming
Items Inspected:
Conforming
Non
Conforming
Items Inspected:
Conforming
Non
Conforming
Placing Drawings
Approved
Bar Length
and Shape
L
Column Ties Properly
Tied and Spaced
Bar Size
L/
Proper Bar Placement
Z--._
Stirrup Spacing and Type
Bar Grade
L/
Properly Tied
Lapped Splices
(,i>•'
Bars Clean
L_
Dowel Bars in Place
Welded Splices
--■•-r
Fonn Clean
1.----
Proper Bar Supports
Mechanical Splices
Number Bars
L-------
Proper Cover
Z.------
RoneEngineers
A LEIGH COMPANY
Client: Qu ke
Project: Free p q- 1„
Discrepancies Comments: C,4 i; j -i /6,o q,-
Inspector's Signature: Z 6;
8908 Ambassador Row
Dallas, Texas 75247
(214) 630-9745
121 North Rayner
Fort Worth, Texas 76111
(817) 831 -6211
Report of
Reinforcing Steel Inspection
Report No.: 9_2 5
Project No.: Oj 7 3 3 3
Date of Service: g 03
Page 1, of
Locations and Items Inspected: AL, ?1. r e /4» E 73,4 i e. P fo E
Cone l,o 7 4e 4i frn PV ✓T�
Time: (;ouP to f
Client /Contractor Signature: Client/Contractor Copied with Results: Yes No
LIMITATIONS' the test results presented herein were prepared based upon the specific samples provided fur mating. We assume no responsibility for variation in quality (composition
appearance, performance, rte.) or any other feature of similar subject maser provided by persons or conditions over wMOt 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 Rene Engineers, Inc.
Items Inspected:
Conforming
Non
Conforming
Items Inspected:
Conforming
Non
Conforming
Items Inspected:
Conforming
Non
Conforming
Placing Drawings
Approved
L.-----
Bar Length
and Shape
Column Ties Properly
Tied and Spaced
Bar Size
L■
Proper Bar Placement
1-----•
Stirrup Spacing and Type
Bar Grade
Properly Tied
L/
Lapped Splices
j/
Bars Clean
r
Dowel Bars in Place
t•
Welded Splices
Fonn Clean
L/
Proper Bar Supports
Mechanical Splices
Number Bars
/J'
Proper Cover
RoneEngineers
s
A LEIGH COMPANY
Client: 0,1<e
Project: r-ppQ;yf ID
Inspector's Signature: 1 •6 ,s
8908 Ambassador Row
Dallas, Texas 75247
(214) 630 -9745
Report of
Reinforcing Steel Inspection
Report No.: 992 r73
ProjectNo.: 03733'3
Date of Service: 8 t 0 3
Page of
Locations and Items Inspected: At IA/. F re Lei n e "toy Soo' o f
Freej%rf pa /k w e47 %)r; re ck avz
Discrepancies Comments: 5.1y f e ,z' le t-r e f j9er, v. ee tic re f
P lcictevt.Pn-f C{1n ,'S a acieli ole✓r, PO Ur
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility or variation in qualify (composition
appearance. performance. etc.) or any other tenure of similar subject maser provided by persons or conditions over which we have no control Our levers and reports are for the exclusive
use of the clients la whom they are addressed and shalt not be reproduced except in lull without he wrinen approval of Pone Engineers Inc.
121 North Rayner
Fort Worth, Texas 76111
(817) 831 -6211
Time: to cculb
Client/Contractor Signature: Client/Contractor Copied with Results: Yes No
RoneEngineers
A LEIGH COMPANY
Client: Duke Realty Services, LP
Attn. Mr. Jeff Langston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Project:
Services:
Freeport 10
500 Freeport Parkway
Coppell, TX
Perform In -Place Density Test in accordance with ASTM Standards.
CONTRACTOR: Duke Realty Services, LP
Test Methods: ASTM D -2922
ASTM D -3017
AHD No.
1
TEST
NO
Dark Brown Clay
Backfill
1 Inside building leave
final
Backfill
2 Inside building leave
final
Backfill
3 Inside building leave
final
Backfill
4 Inside building leave
final
Technician: Lanny Gist
Report Distribution:
(1) Duke Realty Services, LP
(I) Duke Realty Services, LP
(1) City of Coppell Engineering Dept.
(1) Pacheco Koch Consulting Engineers
Description
TEST LOCATION
PROJECT DATA
Gauge: Troxler 3430
Gauge Serial No: 32720
Test Mode: DT
MOISTURE DENSITY RELATIONS
Maximum
Moisture Density pcf
out, column line H
out, column line K
out, column line K -15,
out, column line L -15,
FIELD) DENSITY TESTS
Started: 6:30AM
PROBE
DEPTH
(1) Engineering Analyst
(1) City of Coppell Bldg. Inspections
19.5
M/D
No.
6" 1
6" 1
6" 1
6" 1
104.5
Test results on this report meet project specification.
Finished: 1:OOPM
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
IN -PLACE DENSITY TESTING
Report No.:
Project No.:
Date of Service:
Report Date:
192486
037333
08/12/2003
08/14/2003
Standard Counts
Moisture Density
Current: 655 Current: 3067
Previous: 652 Previous: 3064
Project Requirements
Moisture Density
+3 or above
92 96
MOISTURE WET DENSITY DRY DENSITY DENSITY
(pet) (pcf) max)
24.6 121.9 97.8
24.0 123.1 99.3
23.7 121.5 98.2
22.7 118.9 96.9
K. Scott Watson, AET
CMT Operations Manager
94
95
94
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, performance, 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 Engineers, Ltd.
07DF Page 1 of 1