Report (19) Bend Office (541) 330 -9155
• Geotechnical Office (503) 601 -8250
Eugene Office (541) 345 -0289
Carlson Testing, Inc. Salem Office (503) 589 -1252
Tigard Office .(503)684 -3460
Report Of In -Place Density Tests
05/24/2010 T1001960.
Date: Job Number:
Permit #: SIT2010 -00002
Client: MWF TIGARD LLC - JESS WETZEL
SONIC DRIVE -IN #6206 - NEW CONSTRUCTION
Project:
15336 SW HIGHWAY 99 TIGARD OR
Address:
3/4 " -0 CRUSHED ROCK TIGARD SAND & GRAVEL
Material Description:
127.0 11.0 9 0 /o 5 0 ,
Maximum Dry Density: lbs. /cu. ft. Optimum Moisture: Required Compaction: ro
Troxler 37192
Standard Count for Gauge Serial #
Method of Test: ASTM D2922 , D3017/ ASTM D1557
Source of Value Dated 03/08/2010 was supplied by Paul with Mcobean Construction LLC.
Standard Counts - Density: 2483 Moisture: 668 6 8 Calibration Data: 10/2009
In -Place Density
Date Of Test Test Density Moist. Elev. Field (Ibs /cu. ft)
Code Mode Depth
Test No. Location Count Count Ft. Moist. Wet Dry Comp.
3050 93 DT 4" TOP 5.1 127.7 121.5
05 -17 1 PS 10'N OF SOUTH END OF DRIVEWAY ENTRANCE ON ROYALTY 96
PARKWAY CENTER OF NEW SIDEWALK
3019 I 94 DT 4" TOP 5.1 I 128.2 122.0
05 -17 2 PS 30'N OF SOUTH END OF DRIVEWAY ENTRANCE ON ROYALTY 96
PARKWAY CENTER OF NEW SIDEWALK
I I
I
I
I
I I
I
Please see reverse side for additional information.
.. Distribute attachments.
Job Number: T1001960. Date Of Test: 05/17/2010
In -Place Density
Date Of Test Code Test Density Moist. Mode Depth Elev. Field (lbs /cu. ft.) °/U
Test No. Location Count Count Ft. Moist. Wet Dry Comp.
•
Asterisked ( *) percent compaction test results did not meet listed acceptance criteria.
Conformance statement cannot be made because lab test results are pending. Contractor needs to understand that proceeding
with cover is at their own risk.
Remarks:
CC: MWF TIGARD LLC - JESS WETZEL JESS @WETSEL.NET
CITY OF TIGARD BUILDING DIVISION
MACKAY & SPOSITO INC (WILSONVILLE) - PATRICK CARROLL PCARROLL @MACKAYSPOSITO.COM
CARLSON /VEIT ARCHITECTS - FRED HARRIS FHARRIS @CARLSONVEIT.COM
MCOBEAN CONSTRUCTION LLC - MIKE COEEAN MCOBEAN@GMAIL.COM
Typist: CN Test By: T . EMERSON
Reviewed By: Greg Leeper On 05/21/2010
Test results were discussed and left with PAUL LAMBERSON
of MCOBEAN CONSTRUCTION LLC
Code Descriptions
NC - No code (general fil] areas and backfill/original ground /not fil BC - Base course (Rock Only) ET - Electrical trench
SF - Structural fill (Buildings Non- Residential) RW - Retaining. wall backfill GT - Gass Iine trench
LF - Residential lot engineered fill WT - Water line trench CT - Cable, phone trenches
RF - Roadway engineered fill (Soil Only) ST - Sanitary sewer trench
PS - Pavement suberade DT - Storm drain trench
Our reports pertain to the material tested /inspected only. Information contained herein is not to be reproduced, except in full,
without prior authorization from this office. Under all circumstances, the information contained in this report is provided
subject to all terms and conditions of CTI's General Conditions in effect at the time this report is prepared. No party other than
those to whom CTI has distributed this report shall be entitled to use or rely upon the information contained in this document.