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Report
��� M. S e6 5 - °c" �� 6032 North t �I _ _ irc c S 6480 -� t� 1, Information �17N .To o p ul ] � On I '.. Oregon - 1778 Engineering • Consulting GGG Report of Field Compaction Tests ° °e 3-285 -t %fix g • Testing 'ax:503- 289 -1918 ASTM D2922 -91 Client: Permits: Date: CASCADE PACIFIC DEVELOPMENT -- 6/5/2006 Project: ■ddress: Report Number DENSITY TESTING 15990 SW 133RD AVENUE, TIGARD, OREGON 702 - 60169 - 2 General Contractor: Subcontractor: Weather: lktaterial Data Test lnstritment: Soil ID #: 1 2 Troxler Model: Serial Number: Source: 3430 31527 ON -SITE Standard Counts: Sample ID: Moisture: 664 Dense 2388 06 -258 G+eneral:Locattt:ip Proctor Type: D1557 BUILDING FOUNDATION Test Daft LAB DATA FIELD DATA , °, Probe Depth Max Density Optimum Dry Density , > ' Required Test Number (inches) Soil ID # (PCF) Moisture % % Moisture (PCF) % compaction Compaction `Comments: 1 10 1 136.6 8.6 5.9 128.5 94.1% N/A 1 2 10 1 136.6 8.6 7.1 124.1 90.8% N/A 1 3 12 1 136.6 8.6 6.1 131.2 96.0% • N/A 1 4 12 1 136.6 8.6 4.4 132.7 97.1% N/A 1 5 12 1 136.6 8.6 3.8 133.6 97.8% N/A 1 6 12 1 136.6 8.6 4.8 134.6 98.5% _ N/A 1 Location: Elevation: 1 TEST PIT A -1 0 2 TEST PIT B -1 0 3 TEST PIT C -1 0 4 TEST PIT D -1 0 5 TEST PIT E -1 0 6 TEST PIT F -1 0 `Comments: 1. FILL MATERIAL A. TEST RESULTS COMPLY WITH SPECIFICATIONS Note: 0' Elevation= TOP OF GRADE 2 BACKFILL B. RECOMPACTION REQUIRED 3. BASE COURSE C. TEST IS AFTER RECOMPACTION Remarks: 4. SUBGRADE DEPTH OF EACH TEST PIT ARE AS FOLLOWS: TEST PIT A -1= 16.25 ", TEST PIT B -1= 7.3/4 ", TEST PIT C -1 =28 ", (21" TOP OF GROUNDWATER), TEST PIT D -1= 17.25 ", TEST PIT E -1= 15.25 ", TEST PIT F -1= 16.5 " ". PSI TECHNICIAN TESTED INPLACE FILL MATERIAL TO DETERMINE DRY DENSITY READINGS AND SAMPLED MATERIAL TO DETERMINE ITS MAXIMUM DENSITY FOR GIVEN OPTIUM MOISTURE. PSI Did Monitor Placement of Material: ['Yes ©No JE /KT Inspector: KEVIN PFLEGAL Resp: tfu y Submitt�/ / ohn Eakman Construction Services Note: Test results apply only to those areas indicated and may not be indicative of areas not specifically tested.