Laserfiche WebLink
Test <br />No. <br />Location <br />North Edge of Pond 16A <br />Embankment <br />Depth <br />Elev. <br />Proctor <br />No. <br />Dry <br />Density <br />(pcf) <br />Water <br />Content <br />( %) <br />Actual <br />Compaction <br />Required <br />Compaction <br />21 <br />150' S and 135' E of North <br />6' BFG <br />3 <br />106.1 <br />17.5 <br />100+ <br />95 <br />Density (pcf) <br />Edge of Pond 16A <br />(pcf) <br />( %) <br />Density (pcf) <br />1P <br />Embankment <br />19.4 <br />Clay <br />2P <br />112.4 <br />22 <br />150' S and 100' E of North <br />7' BFG <br />3 <br />104.1 <br />19.6 <br />99 <br />95 <br />Edge of Pond 16A <br />3P <br />104.8 <br />18.4 <br />Weatherd Claystone <br />Embankment <br />23 <br />155' S and 60' E of North Edge <br />of Pond 16A Embankment <br />7 1/2' <br />BFG <br />3 <br />102.8 <br />19.9 <br />98 <br />95 <br />24 <br />70' S and 25' E. of North Edge <br />of Pond 16A Embankment <br />5' BFG <br />3 <br />103.5 <br />20.2 <br />99 <br />95 <br />25 <br />75' S and 85' E of North Edge of <br />5' BFG <br />3 <br />104.7 <br />18.5 <br />99 <br />95 <br />Pond 16A Embankment <br />26 <br />70' S and 125' E of North Edge <br />of Pond 16A Embankment <br />5 1/2' <br />BFG <br />3 <br />107.0 <br />17.2 <br />100+ <br />95 <br />27 <br />15' S and 130' E of North Edge <br />of Pond 16A Embankment <br />3 1/2' <br />BFG <br />3 <br />106.3 <br />17.4 <br />100+ <br />95 <br />28 <br />15' S and 90' E of North Edge of <br />3 1/2' <br />3 <br />103.6 <br />20.6 <br />99 <br />95 <br />Pond 16A Embankment <br />BFG <br />29 <br />15' S and 35' E of North Edge of <br />3 1/2' <br />3 <br />101.4 <br />20.8 <br />97 <br />95 <br />Pond 16A Embankment <br />BFG <br />No. <br />Maximum <br />Optimum <br />Relative <br />Relative Density <br />Soil Type <br />Dry <br />Moisture <br />Density <br />Maximum <br />Density <br />Content <br />Minimum <br />Density (pcf) <br />(pcf) <br />( %) <br />Density (pcf) <br />1P <br />104.5 <br />19.4 <br />Clay <br />2P <br />112.4 <br />14.0 <br />Slightly Sandy Clay with Bedrock <br />Fragments <br />3P <br />104.8 <br />18.4 <br />Weatherd Claystone <br />Comments: <br />Project: Pond 16 Area <br />Remediation <br />BFG= <br />SG= <br />SBG= <br />BSBG= <br />BCG= <br />BBF= <br />BFG= <br />Below Subgrade Grade <br />Subgrade Grade <br />Subbase Grade <br />Below Subbase Grade <br />Base Course Grade <br />Below Bottom of Footing <br />Below Finished Grade <br />COMPACTION TEST RESULTS <br />Project No.: <br />Report No.: 6 <br />PROCTOR DATA <br />NWC= <br />NEC= <br />SWC= <br />SEC= <br />BFG= <br />FG= <br />08 - 8099 Date: 09/19/19 <br />Northwest Corner <br />Northeast Corner <br />Southwest Corner <br />Southeast Corner <br />Below Finished Grade <br />Footing Grade <br />