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HomeMy WebLinkAboutObservation of ExcavationHuddleston-Bcrry Enginccring&'f*ring, Ll-C ffiFtr*lePdq|Gt f,{ard Jfddi. 4{}. 8l$01 {g?o1259ffi gqa*uaoa*r'pn Clieat: J- *brliree E eo. 116! ilfunroArrsriue Rfb m 81S50 SOIL OBSERVAT REPORT Prclect Doka Residence Porcupiro Qeek Prahct llrmbsr: O271S - 0001 Tochnici.n: &vid lfier Ulorh Ord.. ilo: )bsarvailon llrtet l,loventer ?.2034 bvieuod by: n vies lhle:l,lovor&or 1e,2024 Gooto€hnlc.l Raport Tltlc: Gcotschnlcal &port Author: Gcotechnlcal fuport l{o i Drtcl Grotcchnlcal Rrport Eoerlng CapecitS pcf: O.valopmont or Lot Spoclfic kport: Farcel #217535400193 HBET 0271S,0001 gfi3n0?3 1$00 Lot Spscific 3ub-Gontraqtor: On $ra Notlflcatlon: Foundatian Typa: Proof.roll cqulpmant: B(srvrtion Llmlt$, n: Tyl€r li,fla$ Tyhr [*as Footing / StemWal Walk bahhd lrsnch cof{paclor Varios by Vsrres Soll Typo Obrorvod: $andy Loan Ctoy ropaled Type of Struclural Ftll for t{crt Llfl: NIA Antlclpatrd Thlcknesr of Struc{ural Flll, ft: 0 tanoo bolow E lsting Ground .nd locelion of mo.aure monl, ln: 34 Soulh bank 'Survoying and elevatbn valijatbn ar€ outside ol the scope ol work and wero not porfor.ned by LAEr. rl E c: o() & Oqte of Grlb..tl,on: 4335 0$.24 Denslty Counte : 2{.92 lf,oisturc Countt: 690 lUunlclpallty: GarfbH County )( x Lab * 23"U97 Max. lly llsnslty. pcf: '113.0 l.t€tlal Cl.3slflc.tionr, Sandy Leon Clay Opt. iloisturo,'/c:, 14.8 Froctor Typot 0698 A Spcclllcatlonr 95 , -2 to +2 0698 ri E\C o c o.ao=ts o t.. o- o5 c Jo @ # oo Locatlon: 1 Bottorn of foundalion oxcavation 0 0 Roof-roll Fass l,lo Def lection Observed ,1ia"'!F1"pl*-'*yn,Fi,'!q.s,leraj5.reqryqe1r::.1+ffi*'{r*l*r,*iF|*q,-4r1F.q4'.*,rh}d'qF.-*{ikFnnri.*dt*,;+a{r'!-!drilix* 2 &st Section 0 0 112.1 13.4 6 99o/o Bss 113 pcf @ 14.5 % tloFturo pli@+-l1F'ii*l#''*pl'trh!t164nhaer*rwhih,,lt*ii,ii'.t4..*i!r*,4r.i+*1d|4A.,F;.-*.;-!'*"r',.*r-.!*#€;-*;*;ui*;e*di|#:d.&,il- 3 Norlh Sectbn 0 0 '110.4 13.0 6 98o/o Pass 113 pol @ 14,5 % nloisturo f ogI Jd>iA a,4 oNo o 6 guooOAu t/, Remarka / Rook Corroctod Proctor Valucr r 4 Soulh Section 0 0 109.5 19.6 6 97% pass 113 pcf @ 14.5 % lriloisture 5 Wost Section 0 0 1'|'1 .7 13,4 6 99Yo Fass 113 pcf @ i4.5 o/o l,loisture !rl:si'€rq@.{ Comment*t As of the dato of this report, gior to brm placernent, plumbing and or gmld installation, the excaration obsenation and or testing indicated that the subsurfuce soil conditions ars cqr$istent with the referenced report. Any future distubancos or alterations to the building pad are outside HBETs scope of \{,ork end roquirs Garfield Cc}unty Building Department's Fcrundation Standards using a Maximum Allowable Bearing Capacity of 1500 psf. 11-78 Huddleston-Berry Enginr.cring & 'fe-tthrg, {.1.C g?gRitdsidc P{lffit G.sdJUE{ieCt 81$l {sm)tseb *rdEtudfrtrffi Gllent: J. tr&rtlnee & Oo. 1161 itrnro Avenue Rith m e1650 SOIL OBS ProJact Dofta Residence Porcupire Creek P.olcct ltrmben 02716 - Otl0l Technictan: Davk! ii$er Work Ordcr tlo: fbservatlon llrta: I'loven&er 7, e024 Appoval: On€dr€ lbtirq is Required lovieued by: Jsssa Llro.gs fuviclry lbte: ftlovenbar 12,20?1 N REPORT Goolechnical &port Titlc ; Geotechntrcal R.port Author: G€otachnlcd Roport ilo & Oatg: Gaolqchnicd &port &arlng Capacfty, psf: Oawlopment or Lot Spacific kport: Parcd #2f75334tX1193 IEET 02716-0061 9t12n023 1500 Lot Specifh 3ub-Contractor: &t Sfte l{olific.tion: Foundation Typa: Froof-roll cqulpmant: E(cavatlon Llmits, ft: Tybr Srge$ Tylar ides Footing , St6m l,V6$ Walk behind &ench conpactor Varbs by Varies Soil Tlpe Observcd: roporcd Typo of Structural Rll for f{oxl Llft: Anllcipatod Thlcknoss of Structural Flll, ft: Sandy Lean Clay l,lative 1 E Oato ot Gallbratlon: 4335 Oenilty Couotg: ?{92 Moislure Counts: 690 ilunlcipallly: Garfiekt County 09-24 x tanco below Erlsting Ground and locaiion of meesurcment, ln: 46 South bank ' Surveying and elevation validation are outside of tho scope of w ork and w ere not perfornnd by l"EEt at o g o(J Lab *: 23-0497 iatcrlal Classlllcatlon Mex. lly lbnslty, pcf: 113.0 Sandy Lean Oay Opt, mol3turo, c,{: 14,5 Froctor f!pe: D698 A Spcclflcatlon: 95 . -2 to +2 D698 gUoooo,-0r d 5sio -oiote$ i SEE o H u, :d o- o "l IL to u.l It aOoF Locatlont I Boltorn of loundalbn excavation f o :l a E- Ramark3, Rock Corracted Proctor Valuoa.: i..lo Def lection Obssrvod10Ffoof-roll Fass 2 East Ssction -1 0 109.4 12.9 6 97o/o Fass 113 pcf @14.5 06 iroisturo l:1aj't-1.IarykeJq.F*al'!i.€t@.d'eti'lntnx*,lnFltr'k;F,'@i.l;a*|*4;n*^.H;i;tiifu!tr*s&ahh@ 3 l.lorlh Section -1 0 1093 12.6 6 97o/o Fass 113 pcf @ 14.5 % iltoisture :'*rurF€in3d6{nffi',{*{,,-+.+tsi*ur;rL;*:.'.a#*6&;t;]'--i@*-j{!+.4.n&n4F;-;....*,..,--.** 4 South Section ;1 0 110.5 12.6 6 98o/o Pass 113 pcf @ 14,5 % l\lloisture 5 West Soction *1 0 108.2 12.6 6 9670 Fass 113 pcf @ 14.5 % tvloisture *r-r.e,;1j15n-y,141 Commente': 11-7 Iluddleston-Berry Gnginccring rt Tcsriug, Ll-C frggnislSetultlFJ fradJGte!. CO,8!561 tmlzsasi r@trdtlgrafan SOI L OBSERVATION REPORT Cllent: J. lfur$nez & Cc. 1161 hlrnroAvanue Rfle 6 81650 Pw{ecL Doka Residence Porcupine Creek Frojoct llumbar: 02716 - 0001 Technlclan; fuvid lvtler Work Order t{o: )bsorvation lbte ! tbvenrbar 5. 20?4 Approval: Ongoing Testing is Required levie wed by: Jesse Lueras Rsviow nats: l$ven$er 12,2024 Geotechnlcal &port Tltle I Gaotschnicd Ro port,ilutho.r Geotechnlcal Roport l{o & Drta: Gsotochnlcal fuport g...lng Cap*clty, psl: Dewl'oPme nt or Lot SPocllic RaPort: Pariel S?l?535400193 FAFT 0?71S-0001 1S00 Lat Spacifb 9r1212023 Sub-Contractor: On Slte Notlflcetion: Foundalion Type: Froof*roll equlpmantl E(civ.tion Limlte, ft: Tyler lvfles Tylor Mes Footing , Sterfi Wall Walk behind tronch con?actof Varkls . by Vatias Soil Typo &served: Sandy Lean Cby ropoced Type of Structural Fill for ile xt Lift: hlative Anticlpated Thickness ol Structural Flll, ft: 1 & Ilate of Gallbrallon: ,1333 Ilonsaly Gounts: ?490 {llolslure Counte: 694 lllunicipallty: Garfbld County 0$24,t E o Eo(, x tance bolow Exisling Ground and locatlon of measursment, in: .58 South bank * Surveying and elsvalbn validation ar€ outside of the scopa of w ork and w ere not perforrn€cl by HBEr. x Lab #: 23-0d97 Max. Ihy llanslty pcf: 113.0 laterial Claaslflcation: Sandy Lean Oay Opt, Moisturc ,'/o:, 14.5 Proctor ryp€.: 0698 A Spaciticrtlon: 95 . .2 to +2 D698 Itt o a!t- Locatlon 1 Bottom of foundation excavation t{ i€E ;6dj Proof-roll IL o uJ -2 s o Ejio ;o,.n:o!'5 gUoooo.-o Fo$s Remarks / Rock Corrscted Proctor Valuss; No Deflection Observod 2 East Section -2 0 111.3 13,2 6 98% Pass 113 pcf @ 14.5 o/o ftroistura **&,..,_-;-._.* 3 l,brth Section -2 0 110.7 13,5 6 98o/o kss 113 pcf @ 14.5 % A/bi$ture 4 South Saction -2 0 109.4 13.9 6 97% pass 113 pcf @ 14.5 yo Nbisrure 5 West Ssction -2 0 1'10.5 13.3 6 98o/o Fass 113 pct @ 14.5 % lMoisture Commsnts: 11-5