ST0001-CS020313 (2)COPP-P_.LL
P.O. Box 478
255 Parkway Blvd
Coppell, TX 75019
Phone: (972)3C4-3679
Fax: (972)304-7041
ENGINEERING DEPARTMENT
FAX COVER SHEET
To: Philip Bennett From: Larry Davis
Fax: 972-303-0872 Date: March 13, 2002
Phone: Pages: 3 (including cover sheet)
Re: Creekview Drive/Freeport Pkwy, cc:
[] Urgent []For Review [] Please Comment [] FYI [] As Requested
-Commen~:
IF YOU DO NOT RECEIVE ALL OF THE PAGES PLEASE CALL (972) 304-3679
"City of Coppell Engineering- Excellence By Design"
Client: City of Coppell
Attn: Ms. S~l~5~,a.,Ta.~- Engineering
Project:~
Services:
Dept
Perform In-Place Density Test in accordance with ASTM Standards.
8908 Ambassador Row
Dallas, Texas 75247-4510
(214) 630-9745
(214} 630-9819 (fax}
IN-PLACE DENSITY TESTING
Report No.: 143633
Project No.: 015729
Date of Service: 02/13/2002
Report Date: 02/18/2002
PROJECT DATA
CONTRACTOR: Infrastructure Services, Inc.
Test Methods: ASTM D-2922
ASTM D-3017
Gauge: Troxler 3430
Moisture
Gauge Serial No: 32685 Current: 643
Test Mode: DT
Previous: 661
MOISTURE DENSITY RELATIONS
Maximum Project Requirements
No. Description Moisture % Densny per Moisture Density
Dark Brown, Gray and Tan Clay
Standard Counts
Density
Current: 3002
Previous: 3116
25.5 94.5 Optimum +5 95 rain
FIELD DENSITY TESTS
TEST PROBE M/O MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. (%) (pci) (per)
Storm Drain
1 Creekview, Station #, 4' below grade 6" 1 34.7* 107.6 79.9
An asterisk (*) appears next to test results which do NOT meet the project specifications.
Technician: Joe Jernigan Started: 3:00PM Finished: 4:30PM RoneE/,g~~
Report Distribution:
(I) City of Coppell (I) City of Coppell
1.~ Ij~ Stark
Pro, ct Manager
(I) City of Coppell (1) Schrickel, Rollins & Assoc., htc.
(1) City of Coppell
(I) Infrastructure Services, lnc.
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided liar testing. We assume no responsibility tbr variation in qttality
(composition, appearance, perlbnnance, 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, Inc.
07DF Page I of 1