Report g00--- As . 7 '797 - 073 i T3
6032 North Cutter Circle Suite 004110
a rTi h r g 7 Information
Portland. Oregon 97217
ilre.'erAtio Build On Report of Field Compaction Tests -REC p T 1)
V Phone:503-289-1778
Fax 503-289-1918
Engineering • Consulting • Testing ... F":
ASTM D2922-91 4 i • e
Client: Permits: 4 I flf te:
Nation Construction E3'Y: 4/18/00
Project: Address: Report umber:
Nation Residence 9985 SW Walnut Ave-Ti • ard, OR 702-00162-1
General Contractor: Subcontractor: Weather: _
Nations Nation Construction Clear
: .:: ....... . : : : :::ii::::ii::::. , ? . .• . Wi4teiatbia:: . ::::„Wgri:".„„::t:::::T:::: ::i:;• ".:::- ::::: .. :: . •.:.::::* .:.:* .:•.:!;:i0it:IiWiittigsit:.:..:. ••::::::: . :::::::::•:::. :.:.::::: ':
Soil ID #: 1 2 Troxler Model: Serial Number:
Source: 3430 27443
Tigard Sand & Gravel Standard Counts:
Sample ID: Moisture: 681 Density: 2706
3/4-0 Crushed Gravel
Proctor Type:
WALNUT STREET
•.i:ii::• . . •••• ....:... % '. ....It •• : . ...:tiii : tio a i.. :. ::::::;.i::::g: . ....: . : . ..: : :r - i : : ::: - .. . :. : ..:....:i. : : • ..:::: . .::.:_:-. .: .
LAB DATA FIELD DATA
Max Density Optimum Dry Density Required
Soil ID # (PCF) Moisture % % Moisture (PCF) % Compaction
Test Number Probe Depth Compaction *Comments:
1 4" 1 131.0 9.0 7.1 125.6 95.9% 95% 2A
Location: Elevation:
1 SEWER CONNECTION FOR RESIDENCE AT 9985 SW WALNUT 0'
*Comments 1 FILL MATERIAL A TEST RESULTS COMPLY WITH SPECIFICATIONS
Note: 0' Elevation= Finish grade 2 BACKFILL B RECOMPACTION REQUIRED
3 BASE COURSE C TEST IS AFTER RECOMPACTION
Remarks: 4 SUBGRADE
PSI Did Monitor Placement of Material: OYes ONo
Inspector: A. Seaton Respectfully Submitted,
C: City of Tigard
../
Jy. -s L. Ellis, Sr.
"onstruction Services
Note Test results apply only to those areas indicated and may not be indicative of areas not specifically tested