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Home My WebLink AboutObservation of ExcavationHuddleston-Berry Enginccting & Tcsting, LLC 27gg Rlver6ids Parkw€y Grard Junclion. CO, 81501 (970) 25r8005 r'1'X tii't*rrL'lr.,rtt":i tf1":jj Cllenl: Bruce and CindyArbaney 486 Mesa Drive Rifle co 81650 OBSERVATION REPORT ./.-' Project: 580 Mesa Drive ProlectNumbor: 02819 - 0001 Work Order No;Observatlon Date: Decamber 20, 2024 RoviewDate: Decamber26;2024 approvar:il,--.-rvl f "- ,:- - Tochnlcian: Alex Brown Reviewed by: t;";{1;:;{"* Geolechnical Report Tltla: Geotechnical R6port Author: Geotechnlcal Report No & Date: Geotechnical R€porl Bearlng Capacity, psfl Oav€lopmont or Lot Specilic Report: 580 Mesa Drive. Rifle - Geotecl HBET 02819-000't 5t17t2024 1500 Lot SpeciJic Sub-Conlractor: On Sit6 Notiflcatlon: Foundation Type: Proof-roll equlpment: Excavation Limils, li: Bruce Arbaney Bruce Arbaney Fooling / Stem Wall N/A 77 by 64 Soil Type Observed: Class 6 Base Course g Proposed Type ol Structurat Fill lor Next Lift: NA S 5 Anticipated Thickness of Structural Fill, ftr 0 o Gauge & Dats qf Calibratlon: 18338 A9-24 Densily Counts: 1687 Molsture Countb: 674 Dlstance below Exlsting Ground and locatlon ot measursrnont, ini 18 North bank lltunicipalily: Garfield Counly * Surveying and elevation validatioo are outside of lhe scop€ of work and w€re not performed by HBET, Lab#: 24-0829 Max.DryDeneity,pcfr 137.5 Malerlal Classlfication: Glass 6 Base OFt. Molsturo, %: 6.5 ProctorType: D1557 C Specification: 95 , -2 to +2 D1557 x x l* 6oF Locatlon:Fg-'$tg Ef€ F* ffs*E O =o: s Remarks t Rock Corroct€d Proctor V.lues: Proof-roll Pass Not Applicable1 Not Applicable 2 Norlh S€ction 3 South Section 4 Easi Section 0 0 131.5 5.1 6 96% Pass 137.5 pcf @ 6.5 o/o Moislure 0 0 130.3 5.7 6 95% Pass 137.5 pcf @ 6.5 % Moisturo 00 130.8 5.7 6 95% Pa$s 137.5 pcf @ 6.5 % Moisture 5 Wesl Section 0 0 130.7 5.7 6 95% Pass 137.5 pc{ @ 6.5 % Moisture Comments: As of the report, prior placement,and or gravel , the excavation observation and or testing indicated that the subsurface soil conditions are consistent with the referenced reporL Any future disturbances or alterations to the building pad are outside HBET's scope of work and require Garfield County Building Department's approval. The subgrade is adequate for foundations constructed in accordance with the Garfield County Minimum House Foundation Standards using a Maximum Allowable Bearing Capacity of 1500 psf. 12-20-24 Huddleston.Berry Enginccring & Tcreting. tLC 278!t Rivetside Prrkw€y G.and Junction, CO, 81 50 t (970) 25F6o0s ildrdrtulrdtnt tfiDnri , edil SOIL OBSERVATION REPORT Cllent: Bruce and Clndy Arbansy 486 Mesa Drive Rifls co 81650 Project: 580 Mesa Drive ProjectNumber: 02819 - 0001 Techniclan: Wor* Ord€r ltlo: Obeervation Date: Miriam Sanchez December fi,2A24 Approval; On-going Testing is Required Reviewed by: Jesse Lueras ReviewOste: Decembe/,26,2024 Geotechnical Roport Title: Gootechnical Report Author: Geotechnlcal R€port No & Date: Gsolechnlcal Roporl Bearing Gapaclty, psf: Development or Lot Spcciflc Reporl: 580 Mesa Orive - Rifle - Geotecl HBET 028190001 511712024 1500 Lot Speciftc Sub.Contractor: On Site Notiticatlon: Foundrtlon Type: Proof.roll equipm€nt: Excavatlon Llmlts, ft: Bruce Arbaney Bruco Arbaney Footing / Stem Wall N/A 77by0/. Soil Type Observed: Class 6 Base Cour$e rt E Proposed Type of Slructurat Fill tor Noxt Lift: Glass 6 Base Couree S 5 Antlclpatod Thicknssb ofstructural Fill, ft: 1' o Gauge & Dats of Gallbration: 80085 09-24 Donslty Counts: 2565 liloisture Counts: 700Y Dlstanco b€low Exi$ting Ground and location ol meaaurement, ln: 30 Norlh bank Munlclpality: Garfield Co ' Surveying snd elevation validation are outside of lhe scope of work and were not performed by HBET, Y Lab #: 24-a829 ltilax. Dry DonEity Fct: 137.5 Material Clrsslflcatlon: Class 6 Bass Opt, lllol$tu.e, %: 6.5 ProctorType: D1557 C Speclflcation: 95 , -2 to +2 D1557 E .ll i0td$a ': lit.!f gjiE6 -1' :lt {6 Localion: );d SEE g $r $#b*Remarks / Rock Correcled Proctor Valuss: 1 Not Applicable Ptoof-roll Pass Not Applicabl6 2 Norlh Section -1 0 131.3 4.7 6 959o P6ss 137.5 pcf @ 6.5 % Moisture 3 South Section -1 0 132.9 4,5 6 97o/o Pass 137.5 pdf @ 6.5 % Moislure 4 East Section -1 0 130.3 4.8 6 95% Pass 137.5 pcf @ 6.5 o/o Moisture 5 W€st Seclion Commenls: -1 0 132.8 5.1 6 97y' Pass 137.5 pcf@ 6.5 % Moislure 12-13-24 Huddleston-Berry Enginccring & Tcsthtg, LLC 2769 Rlveruido Parl$sy GHd Junction, CO,81501 (970) 25t8o05 4!lr{&!qqFf *}Ldrbl{tSr !!i} Cll.nt Bruceand CindyArbanoy 486 Mesa Drive Rlfle co 81650 ot OBS ProJectl 580 Mesa Drive Projo€tNumb€r: 02819 - 0001 Technician: Miriamsanchsz Work Order tlo: Observation Dat6; Decemb6r 9, 2024 Approval: Retesting is Required Revlewed by: .,osse Lueras Revlew Date: Dscember26, 2024 Gootechnical Repod Tltle: Geotechnlcal Report Author: Geotcchnlcal Report No & Dato: Geotechnicsl Report Boaring Cepaclty, psf: Development or Lot Speclfic Roport: 580 Mosa Drive - Rlfle - Gsotect HBET 02819-0001 st17t2024 1500 Lot $pecific Sub.Conlractor: On Sit€ Notillcrtlon: Foundation Type: Proof-roll .qulpment: Excavation Llmits, ft: Bruce Arbaney Bruce Arbaney Fooling / Stem Wall N/A 77 by 84 Soil Typs Ob3srvad: Propossd Typ6 ot Structura! Fill for Noxt Lifl; Anticlpated Thlcknesr of Elructural Flll, fi: Class 6 Base Course Class 6 Base Coursa 1 Gruga & Date of Gallbrallon: 80085 Donslty Counts: 2363 Itlolsture Counts: 691 Municipality: GarlieldCo 09-24o o oo Oistancs below Exbting Ground and locallon ol meesuremenl, in: 30 North bank . Surueying and dlevation validation are outsido of lhe scope of work and were not pertormed by HBET. Y Y Lab#: 24-0825 Max,DryDonrlty,pcf: 137.5 Material Ch6sltlcalion: Class 6 Base Opt. Moistur€, o/o: 6.5 ProctorTypet D1557 C Sp6citlc.tloni 95, -2 to +2 D1557 :tl 60 Localion: ;iS*g ; Bsr F6E gu eo,-tt:O13dFo *d Eoo gu{roAA =o R6mark; I Rock Corr€ctod Proctor l/alues: I Not Applicable Proof+oll Pass Not Appllcable 2 North Section ol house -l 0 116.3 4.7 6 85o/o Fail 137.5 pcf @ 6.5 % Moisture Commonte; Conlractor will rocondition bas€ course and recompact and reschedule densities : I 12-9-24 Huddleston-Beny Englnccring & Testiog, LLC 2769 Rivergide Parkway GEnd Junclon, CO, 81501 (970) 25F8005 t{esrildgslt!!$s}ats} Cllent: Bruce and Clndy Arbaney 486 Mesa Drive Rlfle co 81650 SOIL OBSERVATION REPOR,T Project: 580 Mesa Drive Protectilumber: 02819 - 0001 Tochnician: AlexBrown Work Order No: Obgervatlon Date: December 3, 2024 Approval: On-going Testing is Required Reviewed by: Jesse Lueras Rcview Date: December 26,2Q24 Geotechnlcal Report Tltle: G6otochnical Roport Authori Geotechnical Report No & Date: Geotechnlcal Roport Bearing Capaclty, psfr Itavelopmont or Lot Speclfic Repofi: 580 Mesa Drive - Rifls - Geotect HBET 02819-0001 5t17t2024 1500 Lot Spocific Sub4ontraclor: On Site Notificationr Foundaiion Type: Proof.roll equipmenl: Excavation Limlts, ft: Bruce Arbaney Bruce Arbaney Fooling I Stem Wall Full capacity wheeled skid-sleer 71 by 64 Soil Type Obsorved: Proposed Type of St.uctural Flll for Next Llft: Anticipated Thicknsrs of gtructural Fill, fi: Lean Clay Sand 3/4" Base 2 Gauge & Date of Calibration: 18338 Dentlty Countsi 1703 Moiituro Counts: 671 Municipality: GarfieldCounty 0.9-24tn Eo g oIJ Dlstance bolow Existlng Ground and locatlon of measuremenl, ln: 42 Northwest bank ' Surveying and elevation validation ere out$ide of the scope of work and were not perlormed by HBET x x x Lab #: 1 Max. Dry Dcnsity, pcf: ''105.5 Material Glasslflcallonl LEAN CLAY with SAND(CL) Opl, llloistura, %: 18.5 ProclorType; D698 A Speclflcatlon: Proof-Roll * 6g Localion: 1 Bottom of foundation sxcavalion g- sfs g Proof-roll ': IL J 0, uJ -2 $4Eo(t s c Aoo o.oo e gUooS6.-.D Pess Remarks I Rock Correctsd Proclor Values: No Defleetion Observed 2 Soulheast $ection -2 10 108.0 14.9 6 98% Pass 109.8 pcf @ 16.9 % Moisture 3 Center of Housa -2 20 112.5 13.2 6 39% Pass 114.2pct @ 15.2 % Moisture 4 Northwest Section -2 35 118.6 1O.7 I 98% Pass 120.7 pd @ 12.7 % Moisture 5 Northeast Section -2 35 116.7 10.8 6 97Yo Pass 120.7 pd @ 12.7 % Moisture Commenls: 12-3-24