DR1201-SP130805Rhonda Adloo
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George Marshall, PE
469- 964 -4731
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George Marshall
Thursday, August 08, 2013 11:26 AM
Rhonda Adloo; Larry Davis; Richard Gee
Fwd: Creekview - Submittal #10
CREEKVIEW SUBMITTAL NO 10- Ap proved. pdf, ATT00001.htm
From: "Ernest Fields" <EFields(cr,walterpmoore.com>
To: "George Marshall" <GMarshallgcoppelltx.gov>
Subject: Creekview - Submittal #10
George,
I have attached the latest gabion rock submittal stamped with "No Exceptions ". Feel free to
contact me if you have any questions or comments.
Thanks,
Ernie
Ernest L. Fields, P.E., LEED BD +C
Principal
WALTER P MOORE
1845 Woodall Rodgers Freeway, Suite 1650
Dallas, Texas 75201 -2287
214.740.6200
214.740.6300 fax
214.783.5157 mobile
efieldsgwalterpmoore. com< mailto :efields(cr,walterpmoore.com>
www.walterpmoore. com <http: / /www.walterpmoore.com>
THE CONTENTS OF THIS E -MAIL AND ANY ATTACHMENT(S) ARE CONFIDENTIAL
AND THE PROPERTY OF WALTER P. MOORE AND ASSOCIATES, INC.
1
MARK
C05�t11trueting S U BM 117AL TRANSM ITTA L FORM
vice�
SURM1' TAL 1NFOWATION
Construction Project ID 13.117
Project Title: Coppell- Creekview
Subcontract/PO Number:
Originating Company: T B K Materials
Date Transmitted: 8J5}13
Submitted By: Tiffany Rawls
Transmittal Ne:
Submitted for: {check �
for Approval W I =or Information certified Data Re-Su brittaI Other
Item Flo.
Section Reference
SpgcJDrayringf Deta $hget N4.
Submittal Des[riptign
1
Cabion Rock
Gabion Rack
Deviation From Specifications:
Comments:
is is a submittal for anothrr supplier's 4s$gabier, rt}ck
® NO EXCEPTIONS TAKEN ❑ REVISE AND RESUBMIT
❑ EXCEPTIONS NOTED ❑ SUBMIT SPECIFIED ITEM(s)
Checking is only for general conformance with design concept of the
project and for general compliance with Contract Documents.
Contractor is responsible for confirming and correcting dimensions at
job sites for information which pertains to fabrication processes or
construction techniques and for coordination of work of all trades.
Checking of shop drawings shall not relieve the Contractor of
responsibility for deviances from requirements of Contract Documents
and for errors and omissions in the shop drawings.
BY: Ernest L. Fields DATE:08.08.2013
WALTER P. MOORE AND ASSOCIATES, INC
Ark Conrrocrirreg 5ervires, [LC - 426 . Dick Aire Road - Xi�rmrdale, Tevai 76 - f'tfdne: A17.412-7400 - Fax 877.478.7432
GRADATION REPORT
PERCENTAGE SPECIFICATIONS
SY 0tlEIGHT % PASSING
PASSING SIEVES_
B"
Report Number: 94111255.0006
54
Irerracon
14
3$1
0
Service Date; 05110f12
890pr1 Carpener Frwy, Suite 140
Repo�r1 Ml e: 05 31 f 12
36
Mlias, lit 755247
Specific Gravity
235
214- 634 -1010 N6:F -327,2
C [Beth
Project
TBK Matr:rials
Laboratory Testing
Attn: Steplianie Marra
TBK karerials
PO Box 2706
Dallas, Tx
Frisco, TX 75004
�PT�tct Number:
94111255
Servkes:
Test Methods
Size:
Source;
Comm tints;
Laboratory analysis on gablon stone
TEX- 401 -A, TE - 404 -A, TEX -41O -A
4" x 9„
Delivered to Terracan's laboratory
SIEVE ANALYSIS
SIEVE SIZE
PERCENTAGE SPECIFICATIONS
SY 0tlEIGHT % PASSING
PASSING SIEVES_
B"
it0,10 10 Ct
54
W7
14
3$1
0
LA Abrasion
36
Maximum 40
Specific Gravity
235
Minimum 2.4
services: Laboratory analysi'.s on gab -s son stone.
Terracan Rcp.: Adam Wood
Reported To:
Cantractur,
Deport Distrlbudon.
¢ I � TBF: M1irrrnals. Einr�tltd
Reviewed By:
Eric a, Clove [and, F.E.
Senior Project manager
The testis were performed in general accordance vYilh applleabia ASTM. A,45HTO, ar RQT tnt methods. This Yerport Is excLiveiy far the use yr trl® client
indicated above and shall no be reproduced exaypt In full vrithouI the wTlrtiin consent Of Qur company. Test results IransmlNed herein are only applicable to
the actual sernpies IBSLed a tite tmaliontsJ referenced and are not necessarily Indicative of the prwerlles of other apparently slmlliar OF identical ma[er'ia1s.
L TON 1.61U-] r, Rty 9 Yag 1 or I t kS