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Home My WebLink AboutTest Results~ DAILY FIELD REPORT GME CONSULTANTS, INC. Gee~:echnical • Materiais • Environmental 14000 21 st Avenue No. Minneapolis, Minnesota 55447 TEL• [6121559-1859 FAX: (6121559-0720 G~Job No. ~~~~~ Job Name ~~ Jl ~~~d~~' ~G~ Location _~~/~lL~'~ T1)~ , ~/~ TO ~ ~l.~s~~ TIME: r~AM DATE ~~ ~ Weather: C~.D ~ ~~~~'~G~~//~ I Gl• '~ir/ Sub'ect: ~ ~S~/ ~ / M ESSAGE ~~~ ~,~ " Dr~j~~f j~ %~S> 4/~ ~~~/~ ~~ C.~ ~ ,~,q~ sv~, s;~ ~ s 1 v~~ ~'~,a ~ ~~ ` ~ ' ~ ~ ur3 ~i4.4~ ~ ~~s~~c C~ ~I ~ %v /~~'J ~~v //`~~~c v C~~~'id ~~~ i ~i~~ ~7~ ~ia~'J ~/~ior~ / / ,,,Sa~~ ' ~~~ ST7L~ ~'r'JV C~ /' .ftt~~ S~iLG~,~ ~~- ~ U~' SIGNED ~~l~N"'~-~+~ DATE v ~ DAILY FIELD REPORT GME J~o. ~~~~~ 1 GME CONSULTANTS~ INC. ~ob Name a~~i/~/~~~~~~~: Geotechnical • Materials • Environmental r 14000 21 st Avenue No. p~ l~ Minneapolis, Mi~nesota 55447 LOCBtlOf1 ~~~" \ '~" ' ~~ ~f`/ TEL• (612) 559-1859 FAX: (6121559-0720 TO ~ ~ ~Ys~ ~ TIME: ~~ ~ ~ AM DATE l / Weather: ~~~1 ~~GDG~~/ , U~~~ ~ ~ l, MESSAGE l~-J1e~ ,. ~1~'~// _lj ~ /f~/ :~~1~ /.~r~-~~?CL ~ ~~ ~tlir/ ~..~~ C,~c' ~ ~ ~~- v ' ~~G, f ' ~i~'/r~G ~i~' ~ i /UD~ ~ ~ Z . ~'3~tBw Sc~~6 ~~: S /~ 4J/y~c'~ii-/ .Si I~,~G~r~ ~T~' S,~~E' /-~~4eX,~,~L Gi¢/~1.~ 4~1,`~/ p J~~~ c~~~~i-l, ~l/C~- ~io~s,`r~ ~ Lo_ ~ ~ o-i` ~'~`Z~,~ C~~ iG~..~ C n' ~ r ~ ~ L - / ' ~ . l~ ~'~Y~i~/~~G ~ Sv ~Qc~i~T ~~1c;~ ,~~ss~,~ ~,1 ~ ~ ~ ~ 9~ y g . 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W ~ H ~ ~ ~ W Y ~ ~ za O Z OC \/ ~ o w W Z Q ~ V ~ ~ w w ~ Q ~ Z ~ ~ 0 Q J W ~ F w V w ~ C O U ~ H ~ ~ o o ~ U a Q U O ~ ~ ~ ~ ~ ~~ ~ ~ ~ ~ ,~ ~ C ~ ~ ~ > > ~ ~ ~ a d Z O o F- (~ ~a~ ~v H ~ _` O w Z 0 a ~ ~~ ~ ~ ~ ~ o ~ ~ ~ ~ ~ ~ ~ ~ y u `~ ~ ~` ~ n v ~ (`~' 1 , ~ Q W ~ \V v ~ ~. ~ O ~ \ o ~- ~ y ~ W Z 6 ~ ~ - N ~( ~ ~ ~ ~ ~ ~ ~~( l Y ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ M a ~ ~ ~ _~ ~ ~ S ~ ~ y ao ~ ~ o ~ 1~ ~ ~~ ~ W W ~_ ~ ~ a ~ ~ M ~ ~ 3 ~ `~ c= M ~ Q O ~ ~ ~ x 0 > ~ ~ ~` ~ ~ ~J ~ ~ ~~ ~ \~ ~ a~ a~ ~ '~ M ` ~ .t~ ; Q ~,.; y N ~ ~ I I 1 - ~ '~ ~ ~ ~ ~ ~ v ~ U ~~ 0 z~ x 0 ~ w o ~ ~ ~ V. ~ ~ \ ~ ~ `` 3 ~ z ~i ~ ~ ~ v W . ~' ~1 ~~ Q ~ v `~d ~3 ~ ~ W H O ~\ r~\ J ^ m m ' ~z (~ (~ ~ N N `~ N ~- ~ a N ~ 40 ~ ~NSULTANTS INC 1 135 130 125 ~ 0 0 ~ 120 m ~ U ~ w a 0 115 z ~ 0 a ~ ~ Z 110 W ~ } ~ ~ 105 100 95 90 85 0 5 10 15 20 MOISTURE CONTENT - PERCENT OF DRY WEIGHT GME , . Geotachnica{-M aterials-E~vironmentai 14000 21 st Avenue North Minneapolis, Minnesota 55447 [61 21 559-1 859 ELATIONS OF SOILS AND MOISTURE - DENSITY R AGGREGATE MIXTURES SOIL- DATE: 6~94 GME PROJECT NO. 4595-A PROJECT: Becker Arena Products Building LOCATION: Prior Lake, Minnesota GRAPH N0. ~ SAMPLE NO. ~ it O n s e SOURCE OF MATERIAL: N• Brown SILTY CLAY WITH SAND, trace T IO SOIL DESCRIP gravel UNIFIED CLASSIFICATION• CL _ METHOD OF TEST• ASTM: D 698 Method A es ~ CLAY PREPARATION: Y NATURAL MOISTURE CONTENT: 14•4 % 200 SIEVE: % PERCENT PASSING NO . OPTIMUM MOISTURE CONTENT: ~ 2•7 % > > > ~ pcf • MAXIMUM DRY DENSITY: Zero air void curve (or sp ecific Arovities of Z SO . 2.70 2.60 25 30 35 _,.;-.. .~.. .._ ...:...:~.-__.~""_"_ . -., :.,..- ... . . .. _. . . .... .. ............ ._ ...... ...._ -....._, . ....- .. ~ : 1 ........... , ... _ . ,. ...._...._'."._...~_ . ... .... 140 135 130 125 F- 0 0 ~ 120 'm ~ U ~ w a 0 115 z ~ 0 a ~ ~ Z 110 W ~ ~ ~ I} 105 ~~0 95 90 85L 0 GME CON LTANTS, INC. ` Geotechn ical-Materiels-Environmental 14000 21 st Avenue North Min~eapolis, Minnesota 55447 [61 21 559-1 859 MOISTURE - DENSITY RELATIONS OF SOILS AND SOIL-AGGREGATE MIXTURES DATE:6~94 __ GME PROJECT N0. 4595-A PROJECT: Becker Arena Products Building LOCATION: Prior Lake, Minnesota GRAPH NO. 2 SAMPLE NO. 2 SOURCE OF MATERIAL: On site SOIL DESCRIPTION: Dark brown CLAY WITH SAND AND ~ SILT UNIFIED CLASSIFICATION: CL ~METHOD OF TEST: ASTM: D 698 Method A CLAY PREPARATION: no TURAL MOISTURE CONTENT: 21 •7 % 'ERCENT PASSING NO. 200 SIEVE: % \ OPTIMUM MOISTURE CONTENT: ~ ~-2 % MAXIMUM DRY DENSITY: 106.3 p~f ~ Zero air void curve for s}~eciiic previties of 1.8~ 2.7~ 2.6~ 10 15 20 25 30 MOISTURE CONTENT - PERCENT OF DRY WEIGHT 0 CON LTANTS INC ' 14 135 130 125 ~- 0 0 ~ 12O m ~ U ~ w a 0 115 z ~ 0 a >- ~ Z 110 w 0 } ~ 0 105 100 95 90 85 0 5 10 15 20 25 30 35 MOISTURE CONTENT - PERCENT OF DRY WEIGHT GME , • ~ Geotechnical-Materials-Environmentel 14000 21 at Avenue North Minneapolis, Minnesota 55447 - [612] 559-1859 SITY RELATIONS OF SOILS AND MOISTURE - DEN AGGREGATE MIXTURES L - SOI DATE• 6/94 GME PROJECT N0. ~595-A PROJECT: Becker Arena Products Buildinq _ LOCATION: Prio~ Lake, Minnesota GRAPH N0. 3 SAMPLE N0. 3 ite On s SOURCE OF MATERIAL: Dark brown fine to medium SILTY N : SOIL DESCRIPTIO SAND UNIFIED CLASSIFICATION• SM METHOD OF TEST• ASTM: D 698 Method B no ~ CLAY PREPARATION: ATURAL MOISTURE CONTENT: ~ 2•4 % 200 SIEVE: % PERCENT PASSING N0 . OPTIMUM MOISTURE CONTENT: 14•4 % ~~ ~ s pcf - MAXIMUM DRY DENSITY: Zero air void curve for s ecific pravitiea of ~ 80 2.70 2.60