- APR 20 '90 15:29 STUDIO FIVE ARCHITECTS MPLS MN P.4/4
<br /> • —..)
<br /> Physical properties of GRASS PAVER
<br /> turf and soil reinforcing grids -
<br /> ` ::k ~?.":' ` -9:�*::•:>•':�,M�PA•_+ +�l�l!ETfCr, .L�.��' .UE1[Ct! :7 . ;; 'x� :;.ilLJCAtt ;"s.
<br /> �usenomtriiivslne:
<br /> MEASUREMENTS ... x:.-.,noalnat.,, ....w,. ;laatn>%
<br /> u.. ... ::norainal:::T;' .'.fer:computations:.
<br /> length .. -. •':600 mm, .... -:23'/s': 241n—2 ft'. �Ye lncn. .
<br /> :.width :...:, 400mm=:••..;..... :•• "•1.5r/.'.'' t6 in-1'/sit flinch
<br /> t
<br /> 'thickness- . .-,- .. ..:120 mm:'.; ..:.r:..,. ,- . .'•'it'/i'. • :'4'/=in--,4S ft' .r•%e inch . .. . .. .
<br /> Ta as� rose: - •Oi 's =...�/'is`h. as 8 ft• •;;:� ..
<br /> :o „ .. ;;.: . ._._ .. 25Qsq:M::�t��'= . . _....'•:370 a`in:;:..:;::;{�;��. .. . . ,a.� �'>::� ��a'ed �a . . .. ,. . .
<br /> "arear upper.surface. . ...• .. :-,'...,',':.'..,;-:•%"..."..:0:O60sq'M:...:••.... . , .:�f:�.....��:93`sA in.......!:',...-4....:.i ,.. .:.ysgift.: •:.1-25%of gro„s•ares!:
<br /> ;area base surface 3...*:,..:;::::,-;'-;:.::.. .02:) M: .^: “:".':•,.::;:::•732040•01:'',..J,*':'...-'",........ •2:/a .it'.` 415%:of grCtSsafaa' ..•.. . ... . ..
<br /> :we' t/ rid•... . - a. ', i.•''r•.,;: . -ri= -:42 k o, .. 'i.' 2'1 .. '.' •tl ndson.water absc tion.:.'::
<br /> 194. 9 . ���, . .. .... .... . . 4E:. .-k,`i.:;'•a: ...;�. 82..Ib�3.'.ID." . r � ',8 t!'.�s:•;�::.. Cpe rD
<br /> h S #
<br /> Uel' 0 0 D.'' to ':1:8inetrictons'"s'`
<br /> w t/ r b.': ••�1800'k °39 :'2 ns-s:
<br /> {
<br /> 4.
<br /> .... ,.: ..:-•::;'..::•.:...:•:•-•';'•:•::,:.••••:••••• •••••...,...;,.'• � •' is�.'.T•'.
<br /> .. . w ,... . — ... ... -.. .*:.•:::;'';:::.:•:•:.;,;.......'....,.'..1.:;.;....'::.'• ..2:O USA/Cantons .........:.."-:.:1
<br /> dds/ton' :2 '/1000 k� ?•r`'::• .. .1224 00.0'lb ., '22/2000 its 1000 k =mei&10n:
<br /> 0 ... 9:;1 9.
<br /> •
<br /> . , i. grids/pallet.2•1on •• '. .':42'`..': {+ ''.':.:A..?.';;;I; :42: 6grios/layer
<br /> :
<br /> ... . .. t'.••f Y Pa
<br /> :;...:.;-!...•e'
<br /> .-- .. . .
<br /> nit �•: `�:�� .;�= "•;`. :;'.'.4.;;;;;;17,
<br /> 3 5Z �it� - .�.`:^r,.a '�� Oacres= ctai•e '•,.;.
<br /> rids/area u ,,� '-4/s4•A1: �'<.�:'�6: 7, sq. ;:`�: /�sq:.11',.�,�' :C_ ,�1�he s=
<br /> 9 : . i
<br /> i;r:;
<br /> i'F
<br /> .iP
<br /> *:,r
<br /> - fS as r s:"'
<br /> '�'� r ,•4oao 5 o
<br /> • :•.'grlds/area measure ::,r ;4000/hectare:....••••:.-..?•',
<br /> .. °,:•.16,333lacrs
<br /> , . .16.000/acre r. :'27 grids=8 e4 yd
<br /> 110 ..-..':.grds/linearmeasure• ;:.f,.:r;::_;,:;>:'- ,:....:.: 666/ m•• t, .' .2640/mile•. ;:::-.:..r. ..::2600/mite.•'
<br /> lattllengthwise:24' , _
<br /> " ".:'2500/km, •.. _ .., ''.'3960/mite •'.4000/mite`• laid crosswise,16"..
<br /> ,:.sirength.compression. ?. ; ? ,..'.:280 kg/sq cm:..•.:::, ,iw A000-Asf ... .A000'pst. •.;:":: per ASTM C.140:70.
<br /> . :b(eaking:b aa,transvefse•• : ••::,:..• :';; > • ..': ;.,:••;;,:;-;...- :; see specification and::.
<br /> • . . . • .:+.;:�'. .:....'„,'„:7..:':•.;...:....."..).1.'• .... .. rest procetluresheets: . -.•.
<br /> absorption,wafer• .. 208 gm/cc... :~'. .::.;:]3p/cu.It. •.. • 13#/cult .. ':,per ASTM 0140-70. .:-:
<br /> 231/2" .1
<br /> ,r
<br /> :6- x.111-/ 1.1....1.10
<br /> I r� i l r� f?i X34
<br /> 1 1 1 r11111111111
<br /> AB � � °",: .. End view
<br /> f I ,�
<br /> ■moi
<br /> [31,1J
<br /> I ( I I
<br /> IN as� .
<br /> i Al i Side view
<br /> Top view
<br /> 1111 r 1 T . '4,
<br /> 4, 4- 1,::o...... 441.0„,--,,,,,,- . ,..,,,,,,:ii.:,:-Te--;,:r7::.itt,..c.tif,
<br /> ...4,,.. r, .
<br /> Ili I "kat., :it.
<br /> ,:ze,..i,„0. v.:4-.'—
<br /> 1it 11,...0
<br /> i. . II '',': 4 %� '��. •,ti
<br /> : '
<br /> syl4'! yih'
<br /> iiiik-t'I. i A Anchor ?
<br /> AUIOCI.Ave BLOCK COMPANY 4
<br /> T P.O. Box 3340, ST. PAUL MINN. 55165
<br /> Bottom view CONCRETE INNOVATIONS
<br />
|