Report •
Man'Office Salem Office Bend Office
P.O. Box 23814 X60 Hudson Ave., NE P.O. Box 7918
e Tigard, Oregon 97281 Salem, OR 97301 Bend, OR 97708
1�111'!
Carlson ��� ® Y Incas FAX (503) 684 -0954 FAX (503) 589 1309 FAX (541) 330 -9163
Moisture - Density Relationship /> d_odc- odoz `
Client: The Holland Inc /Burgerville Restaurants - Cathy
Insler 9/29/2008
Project: Burgerville #45 (Tigard) - New Construction Job Number: T0807769
Material Type: Rocky, Silty Clay Sampled from: Onsite Stockpile
Source: Native
Test Method: ASTM D -1557 C, C -136, D -2216 Date Sampled: 09/23/08
Sample Method: ASTM D -75 Date Tested: 09/26/08
Preparation Method: Moist Oversized Material: Removed
Compacting Method: Mechanical Hammer Type: Pie Wedge
129 - - -
128
127 -
126
125
124
•
123
••
122
'y 121
O 120 - — -
Z' 119 -
0
118 •
117 -
116
115
114
113
7 8 9 10 11 12 13 14 15 16 17
Moisture Content ( %)
Zero Air Voids Line = 2.900
Coarse specific gravity used in adjusted max density computations: 2.505
Optimum Moisture: 10.5% Max. Dry Density: 127.5 lbs/ft
Adjusted Opt Moisture: 9.5% 1 Adjusted Max Density: 131.5 Ibs /ft
Percent Passing 3/4" Sieve: 83.5%
CC: The Holland Inc /Burgerville Restaurants - Cathy Insler cathyi @burgerville.com
City of Tigard Building Division
Catena Consulting Engineers - Jason Holland jason@catenaengineers.com
Litmus Design & Architecture LLC - Alan Armstrong
alan@litmus.com
Lease Crutcher Lewis - Justin Riordan j in.riordan @lewisbuilds.com
Workplace Management LLC - Cheryl Pin / wrkplacemgt @comcast.net
The Holland Inc / Burgerville Restaurants - Dana Gardner ` danag @thehollandinc.com
Reviewed By:
James F. H ° .
Test results pertain to the specific material tested /inspected only and may not be reps.' ve of other locations or elevations. Information
contained herein is not to be reproduced, except in full, without prior authorization fro ` ar son Testing, Inc.
The remaining sample material will be discarded two weeks after th . the test was completed.