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L1UrtIIVl:U <br />ENGINEERING TESTING <br />3P8$E05b SUBSURFACE INVESTIGATION <br />Proposed Roadway Reconstruction <br />Payne Ave., between Labore <br />Road & County Road D <br />Little Canada, MN <br />BORING: <br />LOCATION: <br />Station 1 +63 south and 13' west of <br />manhole 443 <br />8 -7 <br />DATE: 4 -25 -88 <br />Elev. <br />Depth <br />0.0 <br />0.2 <br />ASTM <br />D2487 <br />Symbol <br />Description D2488)erials <br />WL <br />SCALE: 1 " -4' <br />Tests or Notes <br />1.3 <br />BI1UMINOUS PAVEMLNI. <br />SM <br />4.0 <br />AUGHEGAIE BASE. <br />SILLY SAND, mostly fine to <br />medlum gralned, a trace of <br />Gravel, brown, wet. <br />LL <br />6.0 <br />LEAN CLAY with SAND, gray, wet. <br />10.0 <br />CL <br />SANDY LEAN CLAY, brown, wet. <br />END OF BORING. <br />Water level down 7' Immediately <br />after withdrawal of auger. <br />Boring immediately backfllied. <br />Page: 3` <br />