Report (8) 11917 NE 95th Street,Vancouver,Washington 98682 Geotechnical • Environmental • Special Inspections A
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FIELD COMPACTION REPORT
PROJECT CLIENT REPORT NO.
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WEATHER
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GFAIIIMPERMIT NO. CONTRACTOR I FOREMAN _ ENGINEER/TECHNICIAN PAGE
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COMPACTION TEST DATA
NUCLEAR GAUGE TEST RESULTS PROCTOR DATA COMPACTION
MAXIMUM OPTIMUM i
TEST TEST ROD WET DRY MOISTURE DRY MOISTURE MEETS TESTED MATERIAL,
NO. D 6i DENSITY DENSITY % DENSITY CONTENT l p SPECS= TEST DEEfSCRIPTIONAND LOCATION pM Net
19. C t l y{.£(r A f:*'.'- 5.1t. t ).`
/ c u r3t.0 /U.7 "7, 3 127.; l2 , 0 ?-1 99. S &y ,e,. ,-
1 13J,i 1 . ! b Q 97,41 S ::..3` „ �1I;.;Q R .� ]i , ”
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tl I /35-,5 /23,0,, /..s- I 4 9'7.1 -5 1 /3,..4,L,
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COMPACTION SPECIFICATIONS
NOTES ROD DEPTH: 2MEETS SPECS: :? °.,, ,4/`4, H TO 7-) t c 1
0=Backscatter S=satisfactory,meets compaction specifications .
2-12=Direct Transmission(in inches below U=unsatisfactory,does not meet compaction specifications TESTED MATERIALS AND SOURCES
ground surface)
Unless otherwise noted,percent compaction is based upon laboratory determination of maximum dry density for the sample noted. ,,I -S. i 1
Tests performed per ASTM D6938 or AASHTO T310,In accordance with project specifications. Test results apply only for the
location and date tested.This report may not be reproduced except in full without prior written authorization by Columbia West
Engineering,Inc. ' c ert.-'J,,„(
ADDITIONAL REMARKS •
Columbia West was on site to conduct nuclear gauge compaction testing for
el t-51 -'( 4,5e,t ;s_6- 5,.-k 6 .
[Test results meet recommended compaction specifications.]Test depth recorded as GAUGE SERIAL NO. GAUGE MODEL
7 i
approximate[depth relative to finished subgrade elevation] OR[depth-of-fill.]offi 3 ll.] 15 '3 ii^w7 Z'''.
MOISTURE STANDARD DENSITY STANDARD
DISTRIBUTION
GF 1 2- 1€�t7
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COLUMBIA WEST ENGINEERING,iNC.aut horsed signature
CWE-s22-r02/14