{"id":28980,"date":"2017-08-11T00:10:35","date_gmt":"2017-08-11T00:10:35","guid":{"rendered":"http:\/\/www.miamibeachfl.gov\/city-hall\/public-works\/table-of-contents-details\/section-1-b-geotechnical-considerations\/"},"modified":"2018-01-26T15:33:10","modified_gmt":"2018-01-26T20:33:10","slug":"section-1-b-geotechnical-considerations","status":"publish","type":"page","link":"https:\/\/www.miamibeachfl.gov\/ht\/city-hall\/public-works\/engineering-division\/section-1-b-geotechnical-considerations\/","title":{"rendered":"Seksyon 1 B. Konsiderasyon Jeoteknik"},"content":{"rendered":"<\/p>\n\n\n\n
SEKSYON 1 KRIT\u00c8 POU KONSEPSYON AK PLAN PWODIKSYON ESTANDA<\/caption>\n
\n

SEKSYON 1 KRIT\u00c8 POU KONSEPSYON AK PLAN PWODIKSYON ESTANDA<\/p>\n

B. Konsiderasyon Jeoteknik<\/strong><\/p>\n

Jeoteknik<\/strong><\/p>\n

1. Kontrakt\u00e8 a responsab pou l fin det\u00e8mine, jan l vle, anvan l soum\u00e8t \u00f2f li a, nati ak kote travay la ap f\u00e8t, konformasyon t\u00e8 a, karakt\u00e8 ak kalite substrats yo, kalite ak kantite matery\u00e8l y ap rankontre, nati kondisyon dlo anba t\u00e8 a, kalite ekipman ak enstalasyon ki neses\u00e8 anvan ak pandan ekzekisyon travay la, kondisyon jeneral ak lokal yo, ansanm ak tout l\u00f2t bagay ki ka afekte travay ki f\u00e8t anba kontra sa a nan nenp\u00f2t fason. Pri ki etabli pou travay ki dwe f\u00e8t la ap reflete tout depans ki gen rap\u00f2 ak travay la. Yo p ap p\u00e8m\u00e8t okenn reklamasyon pou fr\u00e8 siplemant\u00e8 ki baze sou substrats oswa kondisyon nap dlo anba t\u00e8.<\/p>\n

2. Enf\u00f2masyon sou kondisyon souteren an, ki gen ladan foraj t\u00e8 ak pwobl\u00e8m anviw\u00f2nman, dwe enkli nan dokiman konstriksyon an. Kontrakt\u00e8 a dwe f\u00e8 nenp\u00f2t l\u00f2t envestigasyon t\u00e8 li jije neses\u00e8 sou pw\u00f2p depans li.<\/p>\n

3. Matery\u00e8l sa a disponib s\u00e8lman k\u00f2m enf\u00f2masyon epi s\u00e8lman pou konvenyans moun k ap f\u00e8 \u00f2f yo. Pwopriyet\u00e8 a ak\/oswa Konsiltan an pa garanti presizyon oswa koreksyon matery\u00e8l sa a anrap\u00f2 ak kondisyon rey\u00e8l anba t\u00e8 a. Kontrakt\u00e8 a dak\u00f2 ke li pap f\u00e8 okenn reklamasyon kont Pwopriyet\u00e8 a ak\/oswa Konsiltan an si, pandan l ap f\u00e8 travay la, li jwenn ke kondisyon rey\u00e8l yo pa konf\u00f2m ak sa yo endike.<\/p>\n

4. S\u00e8vis T\u00e8s Jeoteknik, T\u00e8s T\u00e8 ak\/oswa T\u00e8s Laboratwa se etap obligatwa nan bon planifikasyon davans pwoj\u00e8 konstriksyon pou Vil la. Anpil nan pwoj\u00e8 CIP ak Travay Piblik Vil la ap mande yon Rap\u00f2 T\u00e8s Jeoteknik, T\u00e8 oswa Laboratwa pou valide swa rek\u00f2mandasyon Enjeny\u00e8 Vil la oswa nenp\u00f2t Achit\u00e8k oswa Enjeny\u00e8 Dosye kons\u00e8nan nenp\u00f2t sit, bilding oswa nenp\u00f2t l\u00f2t karakteristik enkoni nan pwoj\u00e8 a.<\/p>\n

Vil la ap kapab planifye epi enk\u00f2pore s\u00e8vis t\u00e8s jeoteknik ak t\u00e8 a byen k\u00f2m yon pati nan travay preparasyon anvan konstriksyon an, ki se yon faz ki f\u00e8 pati chak pwoj\u00e8 konstriksyon nan Vil la.\u00a0<\/p>\n

DIMANSYON S\u00c8VIS YO<\/strong><\/p>\n

S\u00e8vis Jeoteknik<\/strong><\/p>\n

A. Konsiltan an dwe bay tout travay, matery\u00e8l, ekipman, transp\u00f2, ak l\u00f2t travay ki neses\u00e8 pou f\u00e8 eksplorasyon souteren, jwenn echantiyon reprezantatif, epi f\u00e8 tout l\u00f2t s\u00e8vis jeoteknik.<\/p>\n

B. Konsiltan an dwe konf\u00f2me li av\u00e8k tout r\u00e8g ak r\u00e8gleman federal, eta, ak lokal yo kons\u00e8nan p\u00e8mi, kosyon, per\u00e7age, bouche, ak tout l\u00f2t asp\u00e8 per\u00e7age ki aplikab yo.<\/p>\n

C. Konsiltan an dwe f\u00e8 rech\u00e8ch epi revize tout done ak enf\u00f2masyon jeolojik ak jeoteknik ki enp\u00f2tan e ki disponib nan USGS, devlopman z\u00f2n nan, ak pw\u00f2p dosye konpayi an.<\/p>\n

D. Konsiltan an dwe revize enf\u00f2masyon sou pwoj\u00e8 a epi li dwe mande pou travay la, jan li endike k\u00f2m yon nivo minim\u00f2m s\u00e8vis ki neses\u00e8 anrap\u00f2 ak kondisyon souteren yo prevwa. Si yo prevwa kondisyon souteren lokalize yo ap varye anpil, Konsiltan an dwe avize Pwopriyet\u00e8 a sou s\u00e8vis adisyon\u00e8l li rek\u00f2mande anvan li k\u00f2manse travay la.<\/p>\n

E. Konsiltan an responsab pou kontakte ajans ki apwopriye yo (verifikasyon s\u00e8vis piblik leta\/vil) pou det\u00e8mine kote s\u00e8vis piblik yo ye toupre kote foraj yo ap f\u00e8t la.<\/p>\n

F. Yo dwe ranpli foraj yo jis nan sifas t\u00e8 orijinal la, dapre tout direktiv lokal, leta ak federal ki aplikab yo.<\/p>\n

G. Konsiltan an dwe f\u00e8 t\u00e8s penetrasyon estanda a (SPT) an ak\u00f2 av\u00e8k Deziyasyon ASTM D 1956.<\/p>\n

H. Nan t\u00e8 ki sitou kowesif (ajil limon\u00e8z, ajil sab, ak matery\u00e8l ki gen lyan adezif), Konsiltan an dwe itilize met\u00f2d tib miray mens pou echantiyonaj an ak\u00f2 av\u00e8k Deziyasyon ASTM D 1587.<\/p>\n

I. Yo dwe f\u00e8 fouyaj w\u00f2ch la dapre Deziyasyon ASTM D 2113 la.<\/p>\n

J. T\u00e8s enfiltrasyon doub bag la dwe f\u00e8t an ak\u00f2 av\u00e8k Deziyasyon ASTM D 5093.<\/p>\n

K. Konsiltan an dwe asiyen epi f\u00e8 t\u00e8s laboratwa pou klase t\u00e8 yo epi jwenn karakteristik fizik jeoteknik tankou rezistans, konpresibilite, potansy\u00e8l anfle, karakteristik konpaksyon, ak karakteristik chimik tankou korozivite. F\u00e8 t\u00e8s laboratwa ki konsistan an kantite ak kalite ak pratik jeni jeoteknik lokal la pou bay param\u00e8t konsepsyon ak rek\u00f2mandasyon ki neses\u00e8 yo. Kantite t\u00e8s ki dwe f\u00e8t yo ap depann de kalite t\u00e8 ak\/oswa w\u00f2ch yo rankontre pandan per\u00e7age ak echantiyonnay, ak konsiderasyon anplis sou kalite fondasyon ki ka neses\u00e8 pou sip\u00f2te estrikti pwopoze yo.<\/p>\n

L. Konsiltan an dwe prepare yon rap\u00f2 jeni jeoteknik ki gen ladan yon diskisyon sou konstriksyon pwopoze a, d\u00e8nye jounal foraj yo, plan kote foraj la ap f\u00e8t, yon deskripsyon pwogram foraj ak echantiyonaj la, yon deskripsyon jewoloji ak kondisyon souteren yo rankontre, kondisyon dlo anba t\u00e8 yo, rezilta t\u00e8s laboratwa yo, ak rek\u00f2mandasyon fondasyon ak travay t\u00e8 ansanm ak param\u00e8t konsepsyon yo.<\/p>\n

Men yon lis atik prensipal ki dwe par\u00e8t nan rap\u00f2 jeni jeoteknik la:<\/p>\n

    \n
  • \n
    Aktivite Konstriksyon Anvan yo ak Ranpli Ki Egziste a (si genyen): Yon diskisyon sou aktivite konstriksyon anvan yo dwe adrese nenp\u00f2t ranpli ki deja egziste oswa ouv\u00e8ti anba t\u00e8, si yo te jwenn. Dekri pwopriyete jeni nenp\u00f2t ranpli ki deja egziste anrap\u00f2 ak konsepsyon fondasyon an.<\/div>\n<\/li>\n
  • \n
    Kondisyon Souteren: Yo dwe diskite sou kondisyon souteren yo jwenn nan sit la, ki baze sou sekans estratigrafik yo obs\u00e8ve a ak jewoloji lokal la. Yo dwe bay figi ki montre foraj t\u00e8 yo ak seksyon kwa jeneralize yo. Yo dwe bay yon deskripsyon jeneral sou pwopriyete enjeny\u00e8 oswa param\u00e8t yo det\u00e8mine nan envestigasyon an epi aplike nan rek\u00f2mandasyon konsepsyon yo. Yo dwe note elevasyon dlo anba t\u00e8 dominan yo obs\u00e8ve ak sa yo rek\u00f2mande pou konsepsyon an.<\/div>\n<\/li>\n
  • \n
    Rek\u00f2mandasyon pou Preparasyon Sit la: Bay rek\u00f2mandasyon pou nivelman ak preparasyon sit la, pran an konsiderasyon plan nivelman konsepty\u00e8l pou sit la.<\/div>\n<\/li>\n
  • \n
    Egzijans pou Konpaksyon: Rap\u00f2 a dwe genyen krit\u00e8 detaye ak espesifik pou matery\u00e8l ranbl\u00e8, ranpli, oswa ranblaj akseptab epi adrese si matery\u00e8l anpren ki disponib sou sit la apwopriye pou ranpli jeneral oswa estriktir\u00e8l. Rap\u00f2 a dwe genyen rek\u00f2mandasyon pou itilizasyon matery\u00e8l sou sit la anrap\u00f2 ak plasman ak egzijans konpaksyon ansanm ak nenp\u00f2t tretman rek\u00f2mande. Krit\u00e8 konpaksyon yo, ki gen ladan gradasyon akseptab, kontw\u00f2l imidite, ef\u00f2 konpaksyon, ak nesesite pou pr\u00e8v woule, ki gen ladan krit\u00e8 pou ranpli granulaire ak koezif, si sa aplikab. Preparasyon soubasman pou plasman ranpli ak ranblaj la dwe diskite.<\/div>\n<\/li>\n
  • \n
    Konsepsyon Fondasyon: Rap\u00f2 jeni jeoteknik Konsiltan an prepare a pral itilize pou mezire epi konsevwa fondasyon ki estab pou estrikti yo. Pou akonpli travay sa a, rap\u00f2 a dwe genyen rek\u00f2mandasyon kons\u00e8nan kalite fondasyon rek\u00f2mande pou chak estrikti, jan chaj ak kondisyon sit la ka mande.<\/div>\n<\/li>\n<\/ul>\n

    Rap\u00f2 a dwe bay presyon sip\u00f2 n\u00e8t admisib pou fondasyon ak tapi ki pa fon, nan pwofond\u00e8 sip\u00f2 rek\u00f2mande yo, l\u00e8 w ap konsidere kalite matery\u00e8l ki sip\u00f2te tapi yo, epi note si nenp\u00f2t estr\u00e8s tw\u00f2p otorize anba chaj kout t\u00e8m tankou kondisyon chaj dinamik, van, oswa sismik. Si yo neses\u00e8 pou tw\u00f2p fouye ak matery\u00e8l ki pa apwopriye ak ranblay ak ranblay estriktir\u00e8l pou amelyore t\u00e8 fondasyon yo pou p\u00e8m\u00e8t itilizasyon fondasyon ki pa fon, bay yon estimasyon limit v\u00e8tikal ak orizontal tw\u00f2p fouye a ak ranblay estriktir\u00e8l la. Bay yon estimasyon tasman total ak diferansy\u00e8l pou fondasyon yo l\u00e8 w ap itilize presyon sip\u00f2 rek\u00f2mande yo. Bay yon estimasyon tan tasman an. Note fakt\u00e8 sekirite ki enkli oswa rek\u00f2mande yo. Bay rek\u00f2mandasyon pou rezistans a chaj lateral yo, tankou presyon t\u00e8 pasif ak friksyon glisman pou baz fondasyon yo. Bay nivo dlo anba t\u00e8 rek\u00f2mande pou det\u00e8minasyon flote ak mwayen pou reziste f\u00f2s flote, si sa neses\u00e8.<\/p>\n

    Rek\u00f2mandasyon pou fondasyon pwofon yo dwe gen ladan dyam\u00e8t, pwofond\u00e8, ak nenp\u00f2t egzijans enstalasyon rek\u00f2mande. Bay kapasite chaj konsepsyon admisib pou chaj v\u00e8tikal anba, chaj v\u00e8tikal anl\u00e8, ak chaj orizontal, jan sa apwopriye pou kondisyon sit la.<\/p>\n

    Bay param\u00e8t konsepsyon pou analiz pilye ki fore anba chaj lateral epi bay enf\u00f2masyon ki neses\u00e8 nan lojisy\u00e8l kapasite pilye lateral yo. Tout fakt\u00e8 sekirite yo itilize nan devlopman kapasite chaj admisib yo dwe dekri an detay.<\/p>\n

      \n
    • \n
      Estabilite Pant ak Eskavasyon: Rap\u00f2 a dwe adrese enklinasyon rek\u00f2mande pou tou de eskavasyon tanpor\u00e8 ak pant p\u00e8manan yo.<\/div>\n<\/li>\n
    • \n
      Egzijans pou Eskavasyon: Si sa neses\u00e8, yon seksyon nan rap\u00f2 a dwe adrese kapasite pou eskavasyon t\u00e8 ak w\u00f2ch ki ka ekspoze pandan eskavasyon fondasyon an ak nivelman sit la. Ef\u00f2 ak kalite ekipman ki itilize pou f\u00e8 eskavasyon yo depann de gwos\u00e8 ak pwofond\u00e8 eskavasyon an. Kidonk, diskisyon an dwe kons\u00e8ne eskavasyon ki gen rap\u00f2 ak z\u00f2n espesifik ak eskavasyon ki limite, tankou tranche s\u00e8vis piblik.<\/div>\n<\/li>\n
    • \n
      Dezidratasyon: Yo dwe diskite sou kondisyon ki prezan sou sit la ki mande kontw\u00f2l dlo anba t\u00e8, dezidratasyon, oswa drenaj sifas pandan fouyman pou tapi, fondasyon, ak l\u00f2t konstriksyon. Yo dwe dekri kalite dezidratasyon ki prevwa. Yo dwe pran an konsiderasyon espesyal pou sou-t\u00e8 ki ekspoze nan fon fouyman yo pandan konstriksyon an.<\/div>\n<\/li>\n
    • \n
      Potansy\u00e8l Korozyon ak Atak Chimik sou Beton: Yo dwe f\u00e8 yon evalyasyon matery\u00e8l reprezantatif anba t\u00e8 pou bay rezilta t\u00e8s laboratwa pou konstitiyan chimik yo, espesyalman pH, iyon klori, silfat idrosolubl, ak silfid ansanm ak rezistivite elektrik. Param\u00e8t sa yo neses\u00e8 pou evalye potansy\u00e8l korozyon nan tiyo ak t\u00e8 anba t\u00e8, ak seleksyon kalite siman pou reziste potansy\u00e8l atak silfat.<\/div>\n<\/li>\n
    • \n
      Pavaj ak Wout: Bay sijesyon pou epes\u00e8 pavaj tipik yo an ak\u00f2 ak detay estanda CMB yo sou espesifikasyon wout yo.<\/div>\n<\/li>\n<\/ul>\n

      Nenp\u00f2t l\u00f2t bagay konpayi jeoteknik la jije neses\u00e8 pou konsidere.<\/p>\n

      Rap\u00f2 jeni jeoteknik la dwe prepare pa oswa sou direksyon yon Enjeny\u00e8 Pwofesyon\u00e8l Anrejistre ki anrejistre anba lwa regilasyon Eta Florid la.<\/p>\n

      Rap\u00f2 sou wout yo<\/strong><\/p>\n

      Rap\u00f2 sou wout yo dwe gen ladan, men pa limite a:<\/p>\n

        \n
      • \n
        Kopi kat SCS ak USGS yo ak limit pwoj\u00e8 a.<\/div>\n<\/li>\n
      • \n
        Yon rap\u00f2 sou f\u00e8y t\u00e8s ki rezime rezilta t\u00e8s laboratwa yo, stratifikasyon t\u00e8 a (sa vle di, t\u00e8 gwoupe an kouch matery\u00e8l menm jan an) ak rek\u00f2mandasyon konstriksyon parap\u00f2 ak endis estanda akty\u00e8l yo.<\/div>\n<\/li>\n
      • \n
        Estime nivo dlo anba t\u00e8 ki wo ak\/oswa ki ba pou sezon an, epi revizyon anrap\u00f2 ak klas pavaj yo pwopoze a.<\/div>\n<\/li>\n
      • \n
        Rek\u00f2mande kalite jeosentetik pou div\u00e8s aplikasyon.<\/div>\n<\/li>\n
      • \n
        Rezilta Design LBR yo soti nan 90% ak met\u00f2d mway\u00e8n yo.<\/div>\n<\/li>\n
      • \n
        Param\u00e8t p\u00e8meyabilite\/enfiltrasyon pou z\u00f2n retansyon dlo\/tranche \u00e8ksfiltrasyon\/kanal.<\/div>\n<\/li>\n
      • \n
        Yon deskripsyon sou sit la ak kondisyon souteren an, rek\u00f2mandasyon konsepsyon ak yon diskisyon sou nenp\u00f2t konsiderasyon espesyal (tankou, retire matery\u00e8l ki pa apwopriye, rekonpresyon t\u00e8 f\u00e8b, tan\/kantite estime pou tabli, kontw\u00f2l dlo anba t\u00e8 elatriye)<\/div>\n<\/li>\n
      • \n
        Yon apendis ki gen pwofil foraj t\u00e8 stratifye, fich done t\u00e8s laboratwa, kalkil\/graf Design LBR, ak nenp\u00f2t l\u00f2t enf\u00f2masyon enp\u00f2tan.<\/div>\n<\/li>\n<\/ul>\n

        Anplis rap\u00f2 wout la, Konsiltan an ap bay Kons\u00e8pt\u00e8 a pwofil foraj stratifye epi revize tout seri plan yo pou asire yo konpl\u00e8 anvan chak soum\u00e8t jan Depatman an mande. Konsiltan an ap ede Kons\u00e8pt\u00e8 a detaye limit sou seksyon kwa fouyman t\u00e8 anba t\u00e8 a. Jiska kat bouyon rap\u00f2 wout yo ap soum\u00e8t bay Enjeny\u00e8 Jeoteknik Distri a pou chak revizyon anvan enk\u00f2porasyon rek\u00f2mandasyon Konsiltan an nan konsepsyon pwoj\u00e8 a.<\/p>\n

        P\u00e8mi<\/strong><\/p>\n

        Konsiltan an responsab pou jwenn tout p\u00e8mi Travay Piblik Vil Miami Beach ak nenp\u00f2t p\u00e8mi Travay Piblik Konte Miami Dade ki neses\u00e8 yo, tankou MOT, fouyman, dezidratasyon, elatriye. Anplis de sa, si sa neses\u00e8, konsiltan an ap responsab pou tout p\u00e8mi ev\u00e8nman espesyal nan men Depatman Travay Piblik Vil Miami Beach ak Depatman Lapolis Konte Miami Dade.\n<\/p>\n<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n

        \u00a0<\/p>","protected":false},"excerpt":{"rendered":"

        SECTION 1 STANDARD DESIGN AND PLAN PRODUCTION CRITERIA SECTION 1 STANDARD DESIGN AND PLAN PRODUCTION CRITERIA B. Geotechnical Considerations Geotechnical […]<\/p>\n","protected":false},"author":222,"featured_media":0,"parent":28940,"menu_order":183,"comment_status":"closed","ping_status":"closed","template":"","meta":{"_searchwp_excluded":"","site-sidebar-layout":"default","site-content-layout":"","ast-site-content-layout":"default","site-content-style":"default","site-sidebar-style":"default","ast-global-header-display":"","ast-banner-title-visibility":"","ast-main-header-display":"","ast-hfb-above-header-display":"","ast-hfb-below-header-display":"","ast-hfb-mobile-header-display":"","site-post-title":"","ast-breadcrumbs-content":"","ast-featured-img":"","footer-sml-layout":"","ast-disable-related-posts":"","theme-transparent-header-meta":"","adv-header-id-meta":"","stick-header-meta":"","header-above-stick-meta":"","header-main-stick-meta":"","header-below-stick-meta":"","astra-migrate-meta-layouts":"default","ast-page-background-enabled":"default","ast-page-background-meta":{"desktop":{"background-color":"var(--ast-global-color-5)","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-opacity":"","overlay-gradient":""},"tablet":{"background-color":"","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-opacity":"","overlay-gradient":""},"mobile":{"background-color":"","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-opacity":"","overlay-gradient":""}},"ast-content-background-meta":{"desktop":{"background-color":"var(--ast-global-color-4)","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-opacity":"","overlay-gradient":""},"tablet":{"background-color":"var(--ast-global-color-4)","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-opacity":"","overlay-gradient":""},"mobile":{"background-color":"var(--ast-global-color-4)","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-opacity":"","overlay-gradient":""}},"footnotes":""},"categories":[],"tags":[],"class_list":["post-28980","page","type-page","status-publish","hentry"],"yoast_head":"\nSection 1 B. Geotechnical Considerations - City of Miami Beach<\/title>\n<meta name=\"description\" content=\"%\" \/>\n<meta name=\"robots\" content=\"index, follow, max-snippet:-1, max-image-preview:large, max-video-preview:-1\" \/>\n<link rel=\"canonical\" href=\"https:\/\/www.miamibeachfl.gov\/ht\/city-hall\/public-works\/engineering-division\/section-1-b-geotechnical-considerations\/\" \/>\n<meta property=\"og:locale\" content=\"ht_HT\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"Section 1 B. 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