Criteria for Hydraulic Fills (1962) / Chapter Skim
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c . Labo ra to ry tes t i ng of na t u ra l unde r l y i ng s o i l s : Pa ge 35 Append i x F 1)
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Page 36 Append i x F comp l e ted f i l l i f f i ne- g ra i ne d f i l l ma te r i a l i s used , un l es s t he d ry dens i ty of t he f i l l i s a t l eas t 90 pe rcen t of t he max i mum obta i nab l e i n t he ASTM D 1 55 7-58T tes t and t he f i l l i s 1 0 fee t or J es s i n t h i cknes s .
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Page 3 7 Append i x F f . Wheneve r s e t t l ement p l a tes and /or p i ezometers a re used , the t i me- rate of s e t t l ement ana l ys i s w i l l requ i re re-ana l ys i s on the bas i s of obse rva t i ons take n .
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Page 3 8 Append i x F 5 . Are mechan i ca l me t hods essent i a l to ach i eve des i red s tab i l i ty i n f i l l s ?
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Pa ge 39 Append i x F 7 . Wha t tes ts , con t ro l s , and c r i te r i a a re n eeded to as s u re tha t the f i n i s hed f i l l w i l l s upport founda t i on , s ewe rs , and othe r u t i l i t i es w i t hout ha rmf u l d i ffe ren t i a l s e t t l emen t ?
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Page 40 Append i x F g . Whe re s e t t l ements a re expected , f l ex i b l e pavements a re p refe ra b l e fo r s t ree ts and d r i veways .
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Page 4 1 Append i x F 11 . How much i mpe rmeab l e na t u ra l ma te r i a l mus t be removed to be rep l aced w i th pe rmeab l e f i l l for the s ucces sfu l ope ra t i on of i nd i v i dua l s ewage- d i s pos a l sys tems , and wha t c r i te r i a s hou l d be used?
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NAS � BU I LD I NG RE S EARC H ADV I SORY BOARD REPO RTS TO FHA T i t l e 442 Effect of Automa t i c- Sequence C l othes -Wa s h i n g Mach i nes on I nd i v i dua l Sewage- D i spos a l Sys tems ( Report No.
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