Laserfiche WebLink
jOB NO 4 293 84 DA 7-26-84 <br /> rU .JOhnsol, l-onstruction Co. then an_ associates, inc. DAILY REPORT NO 1 SHEET 2 OF 3 <br /> 899 Ashley Road CONSULTING GEOTECHNICAL ENGINEERS <br /> SUBJECT FILL OBSERVATION & TESTING <br /> Craig, CO 81625 5080 Rd 154 <br /> Sol(j FOUNDATION Glenwood Springs.CO81601 Mid Continent Embankment Compaction <br /> Attn: Budd Bower [ N G I N( E R I N G Test inQ <br /> BFG=Below Final Grade <br /> LABORATORY FIELD <br /> DEPTH <br /> TFST <br /> NO LOCATION ? TEST OR MAXIMUM DRY MOISTURE COMPAC- SOIL TYPE <br /> TYPE ELEVATION DRY OMC DENSITY CONTENT TION <br /> ILI (feel) DENSITY I%) (Pcf) 1%) 1%0 <br /> (acf) <br /> 5A 50' N. of S. end of dam, keyway centerline N 20' BFG 127.0 8.7 115.5 10.5 91 Clayey sandy gravel <br /> 3A 190' N. of S. end of dam, keyway centerline N 17' BFG 27.0 8.7 120.6 9.5 95 it <br /> 4A 110' N. of S. end of dam, keyway centerline N 16' BFG 27.0 8.7 121 .7 9.3 96 " <br /> SB i50' N. of S. end of dam, keyway centerline N 20' BFG 127.0 8. 7 118.1 8.8 93 <br /> 5C N 20' BFG 127.0 8.7 124.1 8.6 98 " <br /> 7 I75' N. of S. end of dam, 25' E. of keyway N 18' BFG 27.0 8.7 120.4 8.0 95 " <br /> 8 F50I N. of S. end of dam, 30' E. of keyway N 18' BFG 27.0 8.7 118.9 8.4 94 <br /> SPECIFICATION COMPACTION 6 MATERIAL 95% standard Proctor density O In our opinion 1111 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 ❑ FIII tested meets specifications <br /> Number OI passes _^ _ thickness of lift ❑ Contractor advised <br /> Method of adding moisture ❑ Full time observation ❑ Part time observation <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 times when our observer Is not observing operations Tests are made of the fill only as — <br /> hellrvel7 necessary to calibrate Our observer s judgement Test data are not the sole basis for <br /> opinloets on whether the fill meets specifications <br /> Frank Quinn Hans Froeschle <br /> OBSERVER APPROVED BY <br />