Report •
Main Office Salem Office Bend Office
P.O. Box 23814 4060 Hudson Ave., NE P.O. Box 7918
C arlson Testing Inc • P 9 one�(503) 684 -3460 Phone (503) 589-1252 Phone (541) 330 9855
FAX (503) 684-0954 FAX (503) 589 -1309 FAX (541) 330 -9163
June 15, 2006
T0602081.CTI
Permit No. BUP2006 -00127
FIELD INSPECTION REPORT
DATES COVERED: June 9, 2006
PROJECT: Webster Residence — Garage Addition
ADDRESS: 7345 SW Landau Street — Tigard, OR
INSPECTOR: R. Shroyer — COP #768, ICBO #5029851 -85
06 -09 -06 — Epoxy:
As requested, CTI representative was on site for the installation of Hilti RE -500 epoxy, batch
#1717L3, expiration 01 -2007, at the following:
1. Southeast corner — (3) #4 bars in existing footing horizontally with 5" embedment
2. Southwest corner — (4) #4 bars in existing wall and (3) #4 bent bars in existing footing
Installation was found acceptable per approved plans detail and ER -6010.
*** CHECK ONE BOX ONLY *** YES NO
1. This is a preliminary inspection only. — OR — ❑
2. The work inspected conforms to acceptance criteria listed above. If "No," the portions of the
work that are non - conforming items are clearly stated above and will be added to the NCL.
Remaining portions of the work, which are not preliminary in nature, are to be considered as ® ❑
conforming.
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.
If .there are any further questions regarding this matter, please do not hesitate to contact this
office.
Respectfully submitted,
CARLSON TESTING, INC.
Steven W. Leach
Project Manager
RS /sab
cc: North Hills Construction — Scott Chauncey
City of Tigard Building Dept
• _ . • -
y Main Office Salem Office Bend Office
P.O. Box 23814 -. _.A Hudson Ave., NE P.O. Box 7918
Car Testing, Inc. Oregon 97281 Salem, OR 97301 Bend, OR 97708
Inc • Phone (503) 684-3460 Phone (503) 589 -1252 Phone (541) 330-9155
FAX (503) 684 -0954 FAX (503) 589 -1309 FAX (541) 330 -9163
Moisture - Density Relationship gZoo� �� l?�7
Y
• Client: North Hills Construction - Scott Chauncey Job Number: T0602081
Project: Webster Residence - Garage Addition Contractor:
Source: Rock Source Tested By: LAB
Material Type: 3/4 " -0 Rock Sample Method: ASTM D -75
Location: On Site Stockpile Date Sampled: 06/15/06
Sampled By: Date Received:
Test Method: ASTM D -1557 C, C -136, D -2216 Date Tested: 06/16/06
1 2 3 4 5 6
Wgt. of Mold & Wet soil 25.84 26.41 26.33 25.67
Weight of Mold 15.02 15.02 15.02 15.02
Weight of Wet soil 10.82 11.39 11.31 10.65
Wet Density I 13.4 145.0 152.6 151.6 142.7
Dry Density 137.4 142.5 139.5 130.1
Wet Weight of Soil 4911.1 5145.0 5114.5 5088.8
Dry Wgt of Soil 4654.1 4804.9 4707.6 4638.8
Weight of Water 257.0 340.1 406.9 450.0
% Moisture (MC) 5.5 7.1 8.6 9.7
Remarks: The difference in moistures should be 2%
Optimum Moisture: 7.3% I Max Dry Density: 142.6 I lbs/ft 3
Adjusted Opt Moisture: 6.8% Adjusted Max Density: 144.3 lbs/ft
Material Selection: ( ()ROCK O soIL
Preparation Method: 0 MOIST ® DRY B = Weight of SSD Sample 2466.5
Compacting Method: OO MANUAL 0 MECHANICAL C = Weight of Sample in Water 1562.3
Oversized Material: Q REMOVED 0 REPLACED A = Weight of Oven Dry Agg. 2441.6
Compacting Hammer: ® CIRCULAR 0 PIE WEDGE Bulk Specific Gravity = AI(B -C) 2.700
Absorption = (B -A) /A) 1.0%
Percent Passing Sieve: 0 #4 03/8" OO 3/4" l 92.5%
Assumed Specific Gravity: 2.8
Actual Specific Gravity: 2.700
VER35988 BES
Main Office Salem Office Bend Office
P.O. Box 23814 —40 Hudson Ave., NE P.O. Box 7918
Carlson Testing Inc.
Tigard, Oregon Salem, OR Bend, 97708
Phone (50503)) 684-3460 4 -346-346 0 Phone (503)) 589-1252 52 Phone (541)1) 330 -9155
FAX (503) 684 -0954 FAX (503) 589 -1309 FAX (541) 330 -9163
Moisture - Density Relationship
Client: North Hills Construction - Scott Chauncey
Project: Webster Residence - Garage Addition 06/19/06
Job Number: T0602081
Material Type: 3/4 " -0 Rock Location: On Site Stockpile
Test Method: ASTM D -1557 C, C -136, D -2216 Date Sampled: 06/15/06
Sample Method: ASTM D -75 Date Tested: 06/16/06
Preparation Method: Dry Oversized Material: Removed
Compacting Method: Manual Hammer Type: Circular
145 •
144
143
142 •
141 ,�--
139 --��—
,^ 139
138
G ,
,+ 137
c 136 •
m
135 •
•
G 134
133 I '-
132
131
130
129
128
3 4 5 6 7 8 9 10 11 12
Moisture Content ( %)
Zero Air Voids Line = 2.800
Optimum Moisture: 7.3% Max. Dry Density: 142.6 lbs/ft
Adjusted Opt Moisture:I 6.8% I Adjusted Max Density:( 144.3 I lbs/ft
Percent Passing 314" Sieve: 92.5%
tt
CC: City of Tigard Building Dept
Reviewed By:
Ste e Leach - Project Manager
Our reports pertain to the material tested /inspected only. Information contained herein is not to be
reproduced, except in full, without prior authorization.