HomeMy WebLinkAboutObservation of ExcavationHnddleston*fierc-v
Enginctr ing & Tcstirrg, l.l..C
27Bg Rive6lde FsdrwE-y
Grand Juflclion. CO. B15i)i
(S70) 25s-8006
r*iariiaddeldntffi*
Client: Shane Wade
PO Box 425
sitr
co 81652
SOIL OBSERVATION REPORT
ProJect 1 650 County Road 237 Tract 44A
Project Number: 02388 - 0002 Technician: Miriam Sanchez
Work Order No: Obrervatlon Dalo: March 19, 2025
Raviewed by:
Review Date:24,2025
Geot€chnical Report Title:
Gootechnlcal Report Author:
Geotechnicirl Repo( ltlo & Date:
Geotechnlcat Report Bearing Capacity, psf:
Development or Lot Specltic Report;
Geotschnical lnvestigalion
HBET
02388-000't 12t22t2021
1500 psF
Development Speciflc
Sulr-Contraclor:
On Site Notillcation:
Foundalion Type:
Proof.roll dqulpment:
Excavation Limits, ft:
Shane Wads
Shane Wade
Footing i Stem Wall
Walk behind trench compactor
70'3' by 97'9"
Soil Type 0bsewad: Sandy lean clay
Proposed Typs of St.uctural Fill for Nert Llft: NA
Anticipaied Thickness ofStructural Flll, fl: 0
Bistance below Exlstlng Gtound and localion of measurehent, in: 36 Sauth bank
" Surveying eind elevalion validalion are outside of tho scope of work and were not performed by HBET.
Gauge & Date of Callbralion: 80085
Density Counts: 2386
Moislure Cotrntr: 697
Munlclpallty: GarfieldCourrty
09-24o
Eo
oI
Y
Y
Y
l-ab #: 21-0870
Material Classification
Mar. Dry O€nsity, pcf: 111.5
Native
Opt. Moisture, %: 15.0 ProctorTypet D698 A
Specilicationl 95 , -2 to +t DGSB
ri
Elr(,
-Cl i9!d8ll
*
a
.{,
Locatlon ; t* sft .go
ul5o=
Froof-roll
Siiooq, o.EO
Pass
Remarks I
fiock Corrected Proctor Values;
Not Applicable1 Not Applicable
2 Northeasl Section 0 107.8 1 3.4 6 97ola Pass 111.5 pcf @ 15 % Moisture
i Norlh Section 0 105.9 13.6 S S5% Pass 111.5 pcl @ 15 % Moisrur.e
4 Northw€sl Section 0 106.4 13.5 6 95% Pass 111.5 pcf @ 15 _olo Moisture
5 Norih Gym Area
Comln6nts:
0 111.7 14.2 6 100% Pass 111.5p6t@15%Moisrure
As of the date of this report, prior ic farm placement, plumbing and or gravel installation, the excavation observation
and or testing indicated that the subsurface soil conditions are consistent with the referencsd report. Any future
disturbances or allerations to the building pad are outside HBET's scope of work and require Gar"field County Building
Department's approval. The subgrade is adequate for foundations constructed in accordance with the Garfield County
Minimum House Foundation Standards u$ing a Maximum Allowable Bearing Capacity of 1500 PSF psf.
3-J g
Huddlest*n-Srrry
F"nginccring & Tt:sting, LLC
?7gg Riv€Eldo Pad(way
Grand Junction. C0, Bl50 l
{970) lr5s.B005
**shr\ttlwffittffi,
SOIL OBSERVATION REPORT
Client: Shane Wade
PO Box 425
silr
co s1652
Projectr 165S County Road 237 Tract44A
Proiect Number: 02388 - 0002 Technlcian: Miriam Sanchez
Work Order No: Observation Dals; March 18, 2025
Approval; On-going Testing is Required
Revlewed by: Jesso Lueras
Review Date: March 24, 2025
Geotechnical Report Title:
Geotechnical Report Author:
Geotechnlcal Report No & Oate;
Geotechnical Report Bearing Capacily, pef:
Developmcnl or Lot Specific Report:
Geot€chnical lnvestigation
HBET
0?388"0001 12t22t2021
1500 P$F
Developmenl Specific
$ub-Contracton
On $lle Notificalion:
Foundatlon Type:
Proof-roll equlpmont:
Excavation Llmlts, ft:
Shane Wade
Shane Wsde
Fooling / Stem Wall
Walk behind trench compactor
70'3' by 97'9"
: Soil Type Observed:
Proposed Type of Struclural Fill for Next Lift:
Anticipated Thickness o! Slructural Fill, ft:
Sandy lean clay
-3" native
a
Gauge & Dat€ ol Calibrationt 80085
Den6lty Countsi 2373
lltolsture Countri 7Az
Munlclpallly: Gar{ield
09-24{rl
Eo
ou
Y
Dlstanca belou, Exlsting Ground and location of measur€ment, ln: 36 South bank
" Surveying and elevation validation are outslde of the scope o{ work and were not performed by HBET
Y
Y
Lab #: 21-0870 Max. Dry Density, pcf: 111.5 Opl^ Moistur€, %: 15.0
Mate_rlal Claselllcatlon: Nalive
ProctorType: D698 A
Speciflcatlon: g5 , -2 to +2 D698
ct'-.Il io!
o. 6:o
;lt
o
e
Location:5 t.0 sFs iu6clE
d
Eo(,
*s Remark$ I
Rock Corrscted Proctor Valuoi:
gu
00(|cl
-l,)
I Not Applicable Froof"rol| Pass Not Applicabl€
2 North€astSection .-1 10 1'12.5 13.4 6 SB% pass 115.2 pcf @ 13.7 % Moisture
3 North Section -1 10 113.4 12.6 6 9B% Pass '115,2 pcl @ 13.7 Ya Moishrre
4 Northwest Seclion *1 13 110.5 11.5 6 95% Pass 11 6.4 pcf @ 1 3.3 Yo Moisture
5 North Gym Area -t 110.4 13.8 6 S9% Pas$111.5 pcf @ 15 % Moislure
Gommsnts:
3-18
H*ddicston*Hem'
F.rrginccring "t'fcstirrg, I.l.C
2789 nlvsr$idB Psrkwey
Grand Junclion, CO, 91501
(970) 255-8005
M#,nx*t*as:*.itffi
SOIL OBSERVATION REPORT
Clisnt: Shane Wade
PO Box 425
sitr
co 81652
Project: 1 650 County Road 237 Tract 44A
Project Number: 02388 - 0002 Technician: Miriam Sanchez
Work Order No: Observallon Oato: Match 10, 2025
Approval: On-going Testing is Required
Revlewed by: Jesse Lueras
Revlew Date: March 24, 2025
Geotechnical Roport Titl6;
Geotochnlcal Rsport Author:
Geotechnical Report No I Daie:
Geotechnical Repbrt Searing Capacity, psf:
Developmenl or Lot $pecific Report:
G6otechnical lnvestigation
HSHT
02388-0001 12t22!2021
1500 psF
Development Specific
Sub.Contraclor:
On Site Notifidation:
Foundatlon Typr:
Proof.roll equipm€nt:
Excavation Llmlls, ft:
Shane Wade
Shane Wade
Footing / Siem Wall
Walk behlnd $ench compactor
70'3' by S7'9"
$oil Type Observed: Sandy lean clay
Proposed Type of Struclural Fill for llext Lift: -3" native
Antlclpated Thlckness of Struclursl Flll, ft: 2
Y Gauge & Dale of Callbratlon: 80085
Oonsily Counls: 2375
Molslure Counts: 694
Municlpallty: Garfield
09-24o
E
o
Eo(,
Distance.below Existlng Ground and localioh of moasutom€nt, in:' 48 South bank
' Surveying and elevation validation aro outsido of lhe scope of work snd were not performed by HBET.
Y
Y
Lab #: 21-0870 MaI. Ory Densll$ pcf; 1'11.5
llllaterial Clas*iflcationr Nalive
OFt. Molsturo, %: 15.0 ProctorType: D69B A
Spocitication: 95 . -2 to +2 D69B
o, .-
r- 6:o
#i
6oF
Location:Romarks,
Rock Corr€cted Froctor Valuoa:
1 Bottom of footing excavations -2 Proof-roll Fass No Oeflection Observed
dk.l*4.qa?.'.idry
2 Nodheaslsoction ^2 1A6.2 15.1 6 S5% Pass 111.5pcf@15%Moisture
3 Norlh Saction -/105.4 13.8 6 95% Pass 111.5 pcf @ 15 o/o Moislure
d .$ -.s.. s; t,s FEE {*uI&cl=
-v
F";u 3 *
4 Northwest Saction -z 105.8 15.4 6 S5% Pass 111.5 pcf @ 15 % Moisture
5 Norlh Gym Area 2 105.S 15.5 6 95% Pass 111.5 pcf @ 15 % Moisture
Commonts:
3-10
Huddlestnn*S*.rn
firginccrin g.tr Tcsring, LLC
2789 Rivsrslde Pa*way
Crdnd Juncllon, CO. 81501
(970) 255.8005
it&*lit}]4r,lt',rks*,!!r{t"r,qr
Clientr Shsne Wade
PO Box 425
sttl
cG 81652
SOIL OBSERVATION REPORT
Project: 1650 County Road 237 Tract 44A
Projecl Number: 02388 - 0002 fechniclan: MiriamSanchez Revlewed by:
llVork Order No: Obeorvation Dat€: March 19, 2025 Review Date: March 24, 2025
Gootochnical Rsport Title: Geotechnical lnvestigalion Sub.Contractor; Shane Wade
Gsot€chnical Rcport Author: HBET On Site Notification: $hene Wade
Geotechnical Roport No & Date: 02388"0001 1212212A21 Foundatlon Type: Fooling/Stem Wall
Geotechnical Report Bearing Capaclty, psf: 1500 PSF Proof.roll equipmenl: Walk behind tr€nch compactor
Developmenl or Lot Specific Reportl Oevelcpment Specific Excavatlon Llmits. ltr 7O'3' by 97,9,'
Soil Type Obeerved: Sandy lean clay
Proposed Type of Slructural Fill for Nsxt Lift: NA
Anticipated Thickness of Structural Fill, ft: 0
Y
Y
Oistance.below Existlng Ground and location of measuremdnt, ld: 48 Saulh bank
* Surveying and elevation vdlidation are oulside of the scope of work and were not performetl by HBET.
Gauge & Oats ot Callbralion: 80085
Donsity Counts: 23Bo
Moisiure Gounts: 697
Munlclpality: GarfieldCounty
09-24ut
o
EoIJ
Y
Lab #: 21-O87A ffax. Dry Oensity, pcf: 111.5
Materlal Clsssiflcaiion: Nalive
Opt. ltloi$tura, %: 15.0 ProctorType: 0698 A
$pecificatlon: 9$ , -2 to +2 D6gS
io.-llipi'd8
cl
'' to6d
:ll
ooF
Locallon:siis
$
Proof-roll
s !i
Eoo s
gU
od
*,F
Pass
Remark$ I
Rock Gorrected Proctor Values:
No Dofloction Observed1 Not Applicable
2 South Section
3 $oulheart Sectlon
0 '10 111.S 11.7 6 97% pass 118.2 pcf @ 13.? % Moishrre
0 107.6 13.9 fr 97o/" Pass 111.5 pcf @ 1S o/o M$isture
Comments:
As of the date of this report, prior to form placement, plumbing and or gravel installation, the excavation observation
and or testing indicated that the subsurface soil conditions are consistent with the referenced report. Any future
disturbances or alterations to the building pad are outside HBET's scope of work and require Garfield County Building
Deparlment's approval. The subgrade is adeqJate for fi:undalions con$tructed in accordance with the Garfiald County
Minimum House Foundation Standards using a Maximum Allowable Bearing Capacity of 1S00 P$F psf.
3-1SA-
Huddte*tan-Bcny
Errginecrring & Tesf ing, L.l..C
2789 Rivsffiide Psrkwsy
Grand Juoctlon, co, 81501
isTs) 25$s005
Client: Shano Wade
P0 Box 425
silr
co 81652i*rd+{**mtrrriasnYr&
SOIL OBSERVATION REPORT
Project: 1 650 Ccunty Road 237 Tract 44A
Frojact Number: 02388- - 0002 Technician: Miriam Sanchez
Work Order No: Ob$€rvatlon Dats: March 18, 2025
Approval: On-going Testing is Required
Revlewed by: Jesse Lueras
R€view Oate; M6rch 24,2025
Geolechnical Report Title:
Geot6chnlcal Report Author:
- Geotochnical Report No & Oate:
Geotechnical R€port Bearing Gapacity, psf:
Developmenl or Lot Speclllc Reporl:
Gootechnical lnvestigation
HBET
02388-0001 12t22t2021
1500 PSF
Development Specific
Sub'Contractot:
On Site Notilication:
Foundatlon Type:
Proof-roll equlpment:
Excavation Limlts, ft:
Shane Wade
Shane Wade
Fooling / Stem Wall
Walk behind ircnch compactor
70'3" by 97'9"
Soll Type Observed:
Proposed Type of Structural Fill for Nert Liftr
Anlicipated Thickness of Struclural Fill, ft:
$andy lean clay
-3" native
1
Gauge & Dat€ ot Calibrationi 80085
Dontlty Counls: 2375
Moislure Counts: BS4
Munlcipallty: Garfield
09..?-4a
E
ou
Dlstance below Exisiing Ground and localion of m6asurement, ini 48 South bank
' Surveying and elevation vslidation are out$ide of the scop6 of work and were not performed by HBEI
Y
Y
Y
Lab#: 21-0870 Max.DryOenslty,pcf: 111.5
'
Matorlal Cla$6lflcation: Nalive
Opt. tlloisture, %: 1S.0 FroetorType: D698 A
Specilicalion: 95 , -? to +2 D6gB
{i
6
rtlF
1
Loc6lioni s s Remarkg J
Rock Corrected Proclor Valus$:
Not Appllcable Proof-roll Pass No Deflection Observed
2 Soulh Ssction -l 20 118.2 '11.1 6 39% Fass 119 pcf @ 12.4 % Mclisture
*--.ry=l+_'a-,Yry
3 Southeast S€ction -l 15 114.5 13.0 6 98% Pass 117.1 pcf@ 13.1 % Moishrro
+*;*^-'***
Comments:
; "$ -,t.. s; t,* EEE Eur6cl=v
E
iJF!ES6
ri
Eou
gUoooo_E?r
3-18A.
HuddEestan*Ker*v
f rtginccring.l Testing, I-LC
27Bg Riv6Eirls Par*way
Grsnd Jum*iof,, CO, 81501
{9?0i 255.8005
Irdd@ftwM{d$r
Cllent: Shane Wade
PO Box 425
silr
co 81652
Proiect:
Projact Number;
Work Order No:
SOIL OBSE ON REPORT
1650 County Road 237 Tract 44A
02388 - 0002 Tochnlclan: Miriam Sanchez
Obs€rvation Dal€: March 10.2025
Approval: On-going Testing is Required
Revlewed by: Jesse Lueras
Revlow Oole: March 24, 2025
Geolochnical Rsport Titls:
Gool€chnical Roporl Aulhor:
Geotechnlcal Report No & DEte:
Gaotechnical ReFort gearing Gapaclty, psf:
Oevalopment ot Lot Specific Reporl:
Geotechnlcal Inv6stigstion
HBET
02388-0001 12t22t2021
1s00 PsF
0evelopmenl Spocilic
$ub-Coniractor:
On $lts Notiflcation;
Foundatlon Typo:
Proof.roll 6quipment:
Excavation Limils, ft:
Shane Wade
Shane Wade
Footing I $tem Wall
Walk behind trench compaclor
70'3" by g7'9"
- Soil Typ* Observed: Sandy lean clay
Proposed Typo ofStructural Fill for Next Lift: *3" native
Antlclpat€d Thlcknesr of Structural Flll, ft: 1
Dislance below Existlng Ground and location of mea$uromonl, ln: 3$ South bank
' Surueylng and elevation validation are outside of the scope of work and were not parforrned by HBET;
Gauge & Dato ofCalibration: 80085
Density Counlt: 23?3
Moisturs Counts: 702
Municipality: Garfield
09-24o
Eo
Eo(t
Y
Y
Y
Lab f: 21-0870 Max" Dry Density, pcf; '111.5
Material Glaselficalion: Nalive
Opt, Moisturs, %: 15.O Procto.TyFo: DOSB A
Speclflcatlon: 95 , -2 to +2 D698
*
o
e
Location:
1 Bottom of footing excavations
d.d
&T
4
*$r $
o.
Eo
C'
s #$,
dt
-oo
A.iL
rtle
Eiiod)oar!EU,
Ps$s
Rom6rk$,
Rock Corroctgd Proctor Valuec:
No 0efleclion ObservedProof*roll
2 South Section -1 '15 't16.5 11.1 6 99% pass 117"1 pcf @ 13.'1 % Moislur€
Gomments:
3-104