Freeport NIP(7.0)-LR030805 (2)RoneEngineers
A LEIGH COMPANY
Client: Duke Realty Services, LP
Attn: Mr. Jeff Langston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Project:
Services:
Test Methods:
M/D No.
1
TEST
NO
Freeport 10
500 Freeport Parkway
Coppell, TX
Perform In -Place Density Test in accordance with ASTM Standards.
CONTRACTOR: Duke Realty Services, LP
ASTM D -2922
ASTM D -3017
Dark Brown Clay
Backfill
1 Inside building leave
Line F -15, 1st lift
Backfill
2 Inside building leave
Line G -15, 1st lift
Backfill
3 Inside building leave
Line H -15, 1st lift
Backfill
4 Inside building leave
Line A -6, 1st lift
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
Description
TEST LOCATION
PROJECT DATA
Gauge: Troxler 3430
Gauge Serial No: 31705
Test Mode: DT
MOISTURE DENSITY RELATIONS
Maximum
Moisture Density pcf
out, Building Column,
out, Building Column,
out, Building Column,
out, Building Column,
Test results on this
FIELD DENSITY TESTS
PROBE
DEPTH
6" 1
6" 1
6" 1
6" 1
Previous: 698
22.8 120.5
23.3 122.8
23.0 123.4
23.9 120.7
report meet project specification.
Started: 7:OOam Finished: 12:OOp
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:
192094
037333
08/04/2003
08/05/2003
Standard Counts
Moisture Density
Current: 711
Current: 2733
Previous: 2723
Project Requirements
Moisture Density
19.5 104.5 +3 and above 92 -96
M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
No. (pct) (pct) max)
98.1
99.6
100.3
97.4
(1) Engineering Analyst
(1) City of Coupe]] Bldg. Inspections Scott Watson, AET
CMT Operations Manager
94
95
96
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.
07DD Page 1 of 1
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
(.r'^
Proper Bar Placement
I---..
Stirrup Spacing and Type
Bar Grade
Properly Tied
Lapped Splices
4-----
Bars Clean
Dowel Bars in Place
Welded Splices
Form Clean
C
Proper Bar Supports
e.--
Mechanical Splices
Number Bars
Proper Cover
I--
Rone Engineers
6300 Rothway, Suite 150
Houston, Texas 77040
(713) 996 -9979
8908 Ambassador Row
Dallas, Texas 75247
(214) 630-9745
Report of
Reinforcing Steel Inspection
Client: Iivkeo Report No.:
Project No.: 03 7 3 33
Project: Fregv v /0 Date of Service: Y
Page of
Locations and Items Inspected: /Y., nAk 1/9/' 4/r, p «k; lof Sidi
L ;,tr it Z
2696 Gravel Drive
Fort Worth, Texas 76118
(817) 284-1318
Discrepancies Comments: 5c, nr/`e beef
Inspector's Signature: -6,'st
2014 (7/03)
Time: /2 cePrr to /2 3o p,
Client/Contractor Signature: Client/Contractor Copied with Results: Yes No
LIMRATIONS'. The mat results presented herein here p "Nn"1 bawd upon the aped simples provided for testing. We auuom nn responsibility for variation in quality (composition
appearance. perfommnce, etc.) or any other feature of similar abject mans provided by persons or conditions over which we hove no control. Our letters and mporte are for to exclusive
use of Oe clients to whom they are addressed and shall not be reproduced except in NH without M wrinen approval of gone Engineers. Ltd.