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Home My WebLink AboutObservation of Excavation 07.25.2023Huddleston-Berry l;n¡i*ccling .f.'l crt ing, I-l-(l Project: Parcel 239503309026 2789 RiBrside PðlMy Gråfld Jurclion, CO. 81501 (s70) 25S8005 lflli¡ûI!r¡,1e3lr¡lurEirs SOIL OBSERVATION REPORT Tcchnicien: ErnnualAragon lcview )bservatlon D¡te: Juty 12,2O23 Client: Rob Ashcraft PO Box 867 Carbondale c¡ 8'1623 bhck Review Date: JuIy 25,2O23 ProjcctNumber: 02585 - 0001 Work OrderNo: 86767 Gootechnical Report No & Geotechn ical Reporl Bearing 2000 llevelopment or Lot Specific Lot Gootechnical fu port Tltle: Geotechnlcal Raport Author: Parcel 239503309026 HBET 12t7t2022 Sub-Conlractor: On Slte lrlotification: Foundation Type: Proof-roll egulpment: Þtcavation Llmlts, ft: Rob Ashcraft Footing / StemWal Wak beh¡nd trench conpactor by Soil Type Observed: cla6s 6 roposed Type of Structural Fill for l,lext Lift; flA Anticipated Thickness of Structural Fill, ft: 0 tance below Existlng Ground and locatlon of measurement, lnl tl, Ê o co(J & Date of Callbration: 17410 glgl22 Ilensity Counts: 1568 lloisture Counts: 610 Munlelpelity: Glënwood x " Surveying and elevation validation are outside of the scope of w ork and w ere not perforrned by HBE[. x Lab #: 23-4421 Max. thy fÞnslty, pcf: 134.5 laterial Classification: 3/4' base course Opt. toisture, %: 6.5 Proctor Type: D1557 C Spccification: 95 , -2 to +2 D1557 Remarks I Rock Gorrected Proctor Values: Not Applicable g¡i oatoê2.t, c È.P (J lr .ioÈÈã ct o Ës o = * ¡Ës o.!(A J.¡ LO\o- o .: Ë o IE 0 :* ooF Location FassProof-roll01 f,,lot Appl¡cable 2 N spot footing 0 0 132.2 6.7 6 98o/o Þss 134.5 pcf @ 6.5 % Mo¡sture 3 S spot foot¡ìg 0 0 128.2 7.2 6 95olo kss 134.5 pcf @ 6.5 % fMoisture 4 South Section 0 0 129.0 7.5 6 96% Fass 134.5 pcf @ 6.5 % ftloisture 5 West Section 0 0 '131.1 5.8 6 97o/o Pass 134.5 pcf @ 6.5 o/o Moisiure 0 Commentg: Huddleston-Berrl' Engirrccrin6 & I'crting, LL(' 2789 R¡wrslde Padwy Grarìd Jurc¡íon, CO. 815O1 {970) 255-8005 '!¡üii{!rdgB!dä$rd!1 SOI L OBSERVATION REPORT Client: Rob Ashcraft PO Box 867 Carbondale co 81623 Projeet Parcel 239503309026 ProjeclNumbcr: 02585 - 0001 Technician: Work Ordcr ilo: 86767 )bservãt¡on flate: Émanuel Aragon July 12,2O23 Approval: Ongoing Testirg is Required leviewed by: Fambhck Revlew Datc: July 25,2023 Gsotechnical Report Title: Ge otechnlcal Report Author: @otechnical Report l,lo & Date: Geotechnical Report Bearlng Gapacity, psf: Development or Lot Specüic Roport: Farcel 239503309026 HBET 02585-0001 121712022 2000 Lot Specif ic Sub-Contractor: On Site Notlflcation: Foundatíon Type: Proof-roll ogu¡pment: E¡tcavatlon Llm its, fl: Rob Ashcraft Footing / Stem Wall Waå< behind trench corpactor by SoilType Observed: chss 6 roposed Type of Structural F¡ll for Nêxt Lift: clase 6 Anticipated Thlckness of Structural Flll, ft: 1 lance below Bdstlng Ground and locatlon of mea¡urement, ln: * Surveying and elevation validation are outside of lhe scope of w ork and w ere not perforrned by HBEL o ELo co() & flate of Galibration: 17410 919122 fÞnsity Counts: 1568 liolsture Counts: 610 l¡lunicipality: genwood x x Lab #: 23-0421 Max. t)ry lþnsity, pcf: 134.5 laterial Classification: 3/4" base course Opt. Molsture, %: 6.5 Proctor Typei D1557 C Specification: 95 , -2 to +2 D1557 Remarks / Rock Gorrocted P¡octor Values î.lot Applbable 3itl¡ {¡{ro. =tn EL 5s(, c .oioÈ!: O.*A d t..;s ı = j tËE o .Èes{r- o tt >'o ul -1 :* ctoÞ Location: fussProof-roll01 l.lot Applicable 2 l,lorth Section 0 131.3 7.2 ô 98% Fass 134.5 pcf @ 6.5 % lvbisture 3 East Section -1 O 129.7 6.3 6 96% l%ss '134.5 pcf @ 6,5 70 fiioisture 4 South Section 10 129.9 6.8 6 97o/o Fass 134.5 pcf @ 6.5 % i/oisture 5 West Section -1 0 132.4 6.2 6 98% Fass 134.5 pcf @ 6.5 % Moisture Com m ents Huddleston-Berty lrngincering ñ I'crting, LL(ì 2789 Rlwrside Pðlwy Gffü Jurction. CO. 91501 {970} 25S8ûr5 rdiå:Lllqf kgÞlø{snc({ n SOIL OBSERVATION REPORT Client: Rob Ashcrâtt FO Box 867 Carbondale co 81623 Proiec{: Parcel 239503309026 ProjcctNumbcr: 02585 - 0001 Tcchnician: Work Order ilo: 86676 Jbservatlon fÞte: Enunuel Aragon July 7,2O23 Approval leviewed by: Review fÞte: Ongoing Testirg is Required Pam black July 25, 202s Geolechnlcal Re port Tltle: Geote chnlcal Report Author: Geotechnical Report No & Date: Geotechnlcal Report Bearing Capaclty, psf: Development or Lot Specific Rsport: Parcel 239503309026 HBET 02585-0001 12t7t2022 2000 Lot Specific Sub-Contractor: On Site Notlflcation: Foundation Type: Proof-roll equipment: Encavation Lim ]ts, tt: Rob Ashcraft Footing / Stam Wall Walk behind ûench conpactor by Soil [pe Ob¡erved: class 6 roposed Type of Structu¡al Flll for t¡êxt L¡ft: class 6 Antlclpatèd Thlckness of Structural Fill, lt: 2 lance below Þtistlng Ground and location of measurement, inl * Surveying and elevation valkJation arè outs¡de of the scope of w ork and w ere not performed by HBFI o É o co(J & tlate of Calibration: 17410 919122 ' Iþnsity Counts: 15ô8 Moisture Counts: 604 llunicipallty: Glenwood x x Lab #: 23'A421 ftlax. Dry tÞnsity, pcf: 134.5 laterial Classification: 314" base course Opt. Moisture , o/o:. 6.5 Proctor Type Specification D1557 C 95 , -2 to +2 D1557 r¡! o (Dl- Location:I¿;oooo. = tt, ri 5ji IJ st:oãå* ¿I 0¡ t-- a,) o\ E E c¡ ,È¿I Jé o- o 0 lt )ro ut -2 Rsmarks / Rock Corrected Proctor Values: 1 frlot Applicable Proof-roll Fass l.lot Appl¡cablê -2 O 127.5 5.8 6 9s% Pass 134.5 pcf @ 6.5 % lVloisture2 l,lorth Section 3 EastSection -2 0 131.6 7.2 6 98o/o Pass 134.5 pcf @ 6.5 % ftloisture 4 South Section -2 0 133.0 7.O 6 9S% Fass 134.5 pcf @ 6.5 % Ivloisture 5 West Section -2 0 129.4 5.5 6 96% Pass 134.5 pcf @ 6.5 % Àíoisture Com m ents Huddleston-Berry firgirrccring .* 'l csting, !.1-(l 2789 Risside Pðls€y Grård JuætÌon, CO. g15Ol (970) 2558005 r¡{r¡¡¡lvJqtæls{frrlcë¡ SOI L OBSERVATION REPORT Client: Rob Ashcraft PO Box 867 C¿rbondale co 81623 Project Parcel 239503309026 Projectilumber: 02585 - 0001 Tcchnician: Wórk OÌ.ler ¡ùo: 86628 Jbservatlon fÞte: Alex Brow n July 5,2023 Approval: Ongoing Testing is Required leviewcd by: Fam black Revlew ûale: July 25,2023 Geotechnlcal RÉport Title : Ge otochnlcal Roport Author: Geotechnical Report No & Date: Geotochn¡csl Report Bearing Capaclty, psf: Development or Lot Speciflc Report: Farcel 239503309026 HBET 02585-0001 12t712022 2000 Lot Specific Sub.Contractor: On Slte l{otificalion: Foundalíon Type: Proof-roll equlpment: Etcavation Llmlts, ft: Rob Ashcroft lvlono-Slab Walk behind trench corpactor by Soll Type Obge¡ved: l.lalive (CL) roposed Type of Structural Fall for iúext Lift: Class 6 Anticipated Thlckness of Structural Fill, ft: 1 lance below Existing Ground and location of measuroment, ini ot o Êoo & D¡te of G¡libration: 4335 919122 Deneity Counts: 2603 fllolsture Counts: 711 Mun¡cipâl¡ty: Glenwood x * Surveying and elevation valirjalbn are outside of the scope of w ork and w ere not perf ormed by HBE[. x Lab f: 22-0946 Max. Dry tþnsity. pcf: f 05.5 laterial Classificetion : (CL) Opt. Moisture,'/":. 15.5 Proctor Type Specification D698 A Proof-Roll Y '.jot¡rDL -.t, ê E:o (J g g-'oÈËå o ud. ı = {t ooF Locatlon: 1 Boltom of foot¡ng excavations :j$|¡-¡ã åå -3 * at,tt t¡ o. Remarks J Rock Corrscted Proclor Valuesi ¡¡o Doflection ObservedProof-rolf Fass 2 l,lortheast Section -3 30 116.2 9.5 6 98% Pass 118.5 pcf @ 11.5 % Àiþisture 3 llorth Section -3 10 106.1 12.3 6 97o/o fàss 109.8 pcf @ 14.2V' Moisture 4 Center of House -3 20 110.7 14.5 6 97% Pass 114-2 pcl @ 12.8 olo tvloisture 5 W€st Section -3 10 106.3 13.1 6 g7o/o Pass 109.8 pcf @ 14.2o/o Moisture tom m ents: Did 2 additional Tests @ the South West and Ëast areas of the pad as w ell, South West= 102.0@14.4% w I a Oo/o coreection needed -ANF East= 114.9@11.5 w/ a 30% correction, ¡;-t'ì'_l Huddleston-Berry Enginecring,& I'esting, LLC 2t89 Rilêrsid€ PåflflÉy Grand Juncl¡on, CO, 81501 (970) 2558005 ir{cnÊlelllËrr¡ ûþ,r ysjù¡: REVIEW of CONSTRUCTION Gllent; Rob Ashcraft FO Box 867 Carbondale co 81623 ProJec[ Parcel 239503309026 Prolect Number: 02585 - 0001 Technlcian: Jesse Lueras Work Order t{o: 86530 Observation Date: June 28,2023 Type of Work Soil Revlewed by: Jesse Lueras Review Date: June 28,2023 General Contractor: Subcontractor: on Site l{otification: Erplanation: A representative of Huddleston Berry Engineering and lbsting (HBET arri\ed on site as requested to obsene the open hole excaratim. Contractor did not scarifr and moisture condition the bottom along with the excawtion not being wide enq/gh at the northtrcstern section of the trenches. There wse also laqe boulders that required remo\€|. Reinspection required. Diagrams: