Laserfiche WebLink
JOB NO 4 293 84 DATE 8-15-84 <br /> Johnson Construction chen and associates, Inc. <br /> DAILY REPORT NO $ SHEET 2 OF 2 <br /> ---_ a Ash 1 ey Road _ CONSULTING GEOTECHNICAL ENGINEERS <br /> SUBJECT FILL OBSERVATION a TESTING <br /> 5080Rd 154 Mid Continent Embankment Compaction <br /> C ra i CO 81625 Glenwo s P <br /> — ----' -----0�------ ------------- $01[ifOUNDAf10N Glenwood Springs CO 81601 g <br /> Attn : Budd Bower tNGIN( ERING Testing <br /> BG=Below Grade <br /> -- -- —�__� -- -- -------- —_--_-_ --- LABORATORY FIELD <br /> DEPTH <br /> TEST TEST OR MAXIMUM <br /> i N� LOCATION DRY MOISTURE COMPAC SOIL TYPE <br /> TYPE ELEVATION DRY OMC DENSITY CONTENT TION <br /> IINt) DENSITY (%I (pcf) I%) (4) <br /> (Pcf) <br /> Embankment 3, 0' E. of W. end of <br /> 35A embankment , at centerline N 9' BG 127.0 8.7 122.2 12.8 96 Clayey sandy gravel <br /> 338 Embankment 3, 70' N . of S . end of N 6' BG 127.0 8. 7 122.6 11 . 1 97 " <br /> _ embankment , at centerline <br /> ! Embankment 3, 20' N. of S. end of <br /> 34Alembankment , at centerline N 6' BG 127.0 8.7 120.2 11 .9 95 <br /> -- rl— <br /> SPECIFICATION COMPACTION d MATERIAL 95% standard Proctor density ❑ In our opinion, fill generally meets specifications as Indicated by <br /> test no.(s) <br /> ❑ In our opinion, fill does not meet specifications as Indicated by <br /> Type and number of earth moving units test no(s) and should be removed or reworked <br /> Type and number of compaction units ❑ Fill tested meets specifications <br /> Number of passes thickness of lift O Contractor advised <br /> ❑ Full time observation ❑ Part time observation <br /> Method of adding moisture <br /> PROGRESS REPORT <br /> This report presents opinions formed as a result of our observation of fill placement We have relied <br /> on the contractor to continue applying the recommended compactive effort and moisture to the fill <br /> during Hines when our observer is not observing operations lests are made of the fill only as <br /> believed ne("*ssary to Calibrate our observers judgement Test data are not the sole basis for <br /> opinions on whether the fill meets specifications <br /> Frank Quinn Hans Froeschle <br /> OBSERVER APPROVED BY <br />