HomeMy WebLinkAboutObservation of Excavation 04.22.24Huddleston-Berry
Enginccring & Tcrting, LLC
2789 Rlvarside Parkway
Grand Junction, CO, 81501
(970) 255-800s
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Cllent: Grand Valley Drywallers, Ll
226 Eagle Drive
Parachute
co 81635
SOIL OBSERVATION REPORT
Project: 41 Eagles Court
ProJect Number: 02734 - 0001 Tschniclan: Alex Brown
Work Order No: Observafion Date: April g, 2024
Approval
Reviewed by:
Revlew Date:22,2024
Geolechnical Report Ti{e:
Geotechnlcal Report Author:
Geotechnical Roport No & Date:
Geotechnical Report Bearing Capaclty, pef:
Development or Lot gpeciflc Roportt
41 Eagle Ct - 226 Eagle Dr Geol
HBET
02734-0001 11t'v2023
2000
Lot Specific
Sub-Contractor:
On Slte Notlficatlon:
Foundatlon Type:
Proof-roll equipment:
Excavation Limits, ft:
Francisco Vicencio
Francisco
Mono-Slab
Walk behind trench compar
63 by 47
Soll Tlpe Obgerved: Class 6
Proposed Type of Structural Flll for Next Llft: N/A
Anticipatod Thicknoss of Structural Fill, ft: 0
Dislance below Exlstlng Ground and locailon of measurement, in:
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co(J
Gauge & Date of Galibration: 39152
Denslty Counls: 21
Molsture Counts: 6i
Municlpallty: GarfieldCounty6 Southwest bank
" Surveying and elevation validation are outside of the scope of work and were not performed by HBEI
x
x
x
Lab f: 22-0348 Max. Dry Densltn pcf: 134.5
Material Classlflcatlon: Class 6
Opt. Molsture, %: 6.0 ProctorType: D1S57 C
Speclficatlon: 95 , -2 to +2 D1S5Z
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:ll
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e
Location:Fg-'F*g
Proof-roll
s c
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s
g'.i
O.Dg8
Pass
Remarks /
Rock Gorrected Proctor
Not Applicable1 Not Applicable
2 Northwest Section 00 128.9 5.7 6 96% pass 134.5 pcf @ 6 7o Moir
3 Northeast Section 0 0 130.3 6.6 6 97o/o pass 134.5 pcf @ 6 o/o Moir
4 Southeast Section 00 130,1 7.4 6 97o/o pass 134.5pcf@6%Moir
5 Southwest Section 0 0 134.3 7.O 6 100% pass 134.5 pcf @ 6 o/o Moir
Comments:
4-8-24
Huddleston-Berr''
F)nginccring & 'f'crring, l,l-C
2789 Rlveclds Parkway
Grand Junctlon, CO, 81501
(970) 25$8005
rltloitl x td(llr!'J lor f!ryry- [sol
Cllent: Grand Valley Drywallers, LLC
226 Eaglo Drive
Parachute
co 81635
SOIL OBSERVATION REPORT
Project: 41 Eagles Court
ProJect Number: 02734 - 0001 Technlclan:
Work Order No: Observation Date:
Alex Brown
April 5,2024
Approval: On-going Testing is Required
Reviewed by: Jesse Lueras
Review Dato: Aptil 22,2024
Gootechnlcal Roport Tillsl
Geotechnical Report Author:
Geotechnical Report No & Date:
Geotechnical Report Bearing Capaclty, psf:
Development or Lot Specific Report:
41 Eagle Cl-226 Eagle DrGeot
HBET
02734-0001 11t1t2023
2000
Lot Specific
Sub.Contractor:
On Site Notlfication:
Foundation Type:
Proof-roll equipment:
Excavalion Limits, ft:
Francisco Vicencio
Francisco
Mono-Slab
Walk Behind
63 by 47
Soil Type Obgerved: Class 6
Proposed Type of Slructural Flll for Next Llft: Class 6
Anticipated Thickness of Structural Fill, ft: g"
Distance below Exlsting Ground and location of measurement, in:
* Surveying and €levation validation are outside of the scope of work and were not performed by HBET.
x
15 Southwest bank
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troo
Gauge & Date of Galibration: 39157 10-22
Denslty Counts: Z1Z2
Moisture Counts: 679
Munlclpallty: Garfield County
x
x
Lab #: 22-0348 Max. Dry Density, pcf: 134.5
Matsrial Glasslflcation: Class 6
Opt. Moisture, To: 6.0 ProctorType: D1557 C
Speclflcation: 95 , -2 to +2 D1557
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e
Locatlon
1 Boftom offooting excavations
Fg-'FEg
-0.75 Proof-roll
s IL
Eoo "ii
8'1ioo
E6
Pass
Remarks /
Rock Corrected Proctor Values:
No Deflection Observed
2 Northwest Section -0.75 0 127.5 7.7 6 95% pass 134.5pcf@6%Moisture
3 Northeast Section -0.75 0 128.1 7.8 6 95% pass 134.5pcf@6%Moisture
4 Southeast Section -0.75 0 131.0 6.9 6 97o/o pass
-0.75 0 133.6 6.6 6 99% pass
134.5pcf@6%Moisture
134.5pcf@6%Moisture5 Soulhwest Section
Comments:
4-5-24
Huddleston-Berry
Enginccrlng & I'crring, l.L(.
2789 RivsEide Parlway
Grand Junctlon, CO, 81501
(970) 25$8005
tnloaolll!rtldl$5lonh{rrry roro
SOIL OBSERVATION REPORT
Cllent: Grand Valley Drywallers, LLC
226 Eagle Drive
Parachute
co 81635
Project: 41 Eagles Court
ProJect Number: 02734 - O0O1 Techniclan:
Work Order No: Observation Date:
Alex Brown
April 3,2024
Approval: On-going liesting is Required
Reviewed by: Jesse Lueras
ReviewDate: Apn122,2024
Geotechnical Report Title:
Oeotechnical Report Author:
Geotechnlcal Report No & Date:
Gootechnical Report Bearing Capacity, psf:
Development or Lot Specific Report:
41 Eagle Cl-2?6 Eagle Dr Geot
HBET
02734-0001 11t1t2023
2000
Lot Specific
Sub-Contractor:
On Site Nolificationl
Foundatlon Type:
Proof-roll equipmenl:
Excavallon Limits, ft:
Francisco Vicencio
Francisco
Mono-Slab
Walk Behind
63 by 47
Soil Type Observed:
Proposed Type of Struclural Flll for Next Llft:
Anticlpated Thicknecs of Structurat Fill, ft:
Silty Sand
Silty Sand
18'
Gauge & Date of Galibration: 28667
Denslty Counts: 1l1O
Moisture Countsr 644
Municipality: GarfieldCounty
't0-23o
Eo
tro(,
Dlstanco below Existlng Ground and location of measurement, ln: 24 soulhwest bank
' Surveying and elevation validation are outside of the scope of work and were nol performed by HBET.
x
x
x
Lab #: 1 Max. Dry Denslty, pcf: 81.S
Materlal Classlflcatlon: SILTY SAND(SM)
Opt. llloisture, %: 33.5 ProctorType: D698 A
Specification: 95. -2 to +2 D6g8
Ei
E;S
C)
tro.-.Clio!ds
ct
{t
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Locatlon:
'l Bottom of footing excavations
;g-'Fii g
-1.5
s gu0rooaI-.o
Remarks /
Rock Gorrectod Proctor Valu6s:
2 Northwest Section -1.5 0
Proof-roll Pass No Deflection Observed
77 .6 31.7 6 95% pass 81 .5 pcf @ 33.b % Moisture
3 Northeast Section -1.5 0 77 .9 31.5 6 96% Pass 81.5 pcf @ 33.5 % Moisture
77.5 31.7 6 95% pass 81.S pcf @ 33.5 % Moisture
77 .7 31.9 6 9570 pass Bl .5 pcf @ 33.S % Moisture
4 Southeast Section -1.5 0
5 Southwest Section -1.5 0
Comments:
4-3-24