Park West Crossing-LR161017
GRADATION REPORT
Report Number:94151183.0305
* Report Contains Deviation(s)
Service Date:10/17/168901 Carpenter Fwy Ste 100
Report Date:10/18/16 Dallas, TX 75247-4547
214-630-1010 Reg No: F-3272
ClientProject
ML Realty PartnersPark West Crossing - Phase 2
Attn: Timothy GeislerSEC Freeport Pkwy & Southwestern Blvd
One Pierce Pl Ste 450WCoppell, TX
Itasca, IL 60143
Project Number: 94151183
SERVICES:Performed gradation tests on lime treated soil.SPECIFICATION REQUIREMENTS:
100
Minimum Passing 1 3/4” Sieve (%):
60
Minimum Passing #4 Sieve (%):
TEST METHOD:TEX 101-E, Part III Field Moist
Sample Condition:
TEST LOCATION:Pavement, W side of Building E
TEST1 3/4” SIEVE#4 SIEVE
LOCATION
NO.% PASSING% PASSING
150’ S & 20’ W of NW corner of Building E10056*
280’ N & 20’ W of NW corner of Building E10052*
Comments:
Test results marked with an asterisk (*) do not meet project requirements.
Services: Perform gradation tests on lime stabilized soil.
Terracon Rep.: Abe Alvares
Reported To:
Contractor:Structure Tone Southwest
Report Distribution:
(1) ML Realty Partners, Timothy Geisler(1) City of Coppell TX, Matthew Mabry
(1) Halff Associates Inc, Hunter Starkey(1) ML Realty Partners, John Benson
Reviewed By:____________________________________
(1) O?Brien Architects , Richard Nordyke(1) Structure Tone Southwest Inc., Damon
James D. Baze
Renaud
(1) Structure Tone Southwest Inc., Robin (1) TechniStructures, Jason Owens
Project Manager
Povey
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to
the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
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R940006, 01-19-16, Rev.4