HomeMy WebLinkAboutSoil Observation ReportHuddleston-Berry
Engineering & Te sting' LLC
2789 R¡vers¡de Parkway
crand Junction, CO, 8 1501
(970) 255-Boo5
info{Ohuddlestonberru.com
Glient: FranciscoVicencio
136 Horizon Circle
Parachute
co
SO IL OBSERVATION REPORT
Project: 226Êagle Ridge Dr
ProjectNumber:02206-0001Technician:MatthewAndrew
Work Order No: Observation Date: August 12, 2021
App
Reviewed by:
Review Date:
Lueras
August27,2O21
Geotechnical RePort Title:
Geotechnical RePort Author:
Geotechnical RePort No & Date:
Geotechnical Report Bearing Capacity, psf:
Development or Lot Specific Report:
226 Eagle Ridge Dr
HBET
02206-000'l 211012021
I 500
Lot Specific
Sub-Gontractor:
On Site Notification:
Foundation TYPe:
Proof-roll equiPment:
Excavation Limits, ft:
Tally Ho
Robert
Footing / Stem Wall
Walk behind trench comPactor
by
Soil TYPe Observed: Class 6
Proposed Type of Structural Fill for Next Lift: NA
Anticipated Th¡ckness of Structural Fill, ft: 0
Distance below Existing Ground and location of measurement, in:
Gauge & Date of Calibration: 4334
DensitY Counts:
Moisture Gounts:
MuniciPalitY: MesaCountY
218121
tt,
o
oo
* Surveying and elevation validation are outside of the scope of work and were not performed by HBEÏ
x
x
X
Lab #: 21-0644 Max. Dry Density, pcf: 133'0
Material Classification: Class 6
Opt. Mo¡sture, %: 6.0 ProctorType: D1557 C
Specification: 95 , -2 to +2D1557
+t
o
Ê
0
Location:
Ë0,'-r¡iOE:Ë&o
t
-gul
0).!
att
o
o
s s sCL
Eoo
fE
Þ'ı t É.o6e 'äo=
Proof-roll
-göıod, ÉL
=U'
Pass
Remarks /
Rock Corrected Proctor Valuês
Not Applicable
Not Applicable 0
1 North Section 00 128.9 6.2 6 97% Pass 133pcf@6%Moisture
2 South Section 00 130.1 6.8 6 98% Pass '133pcf@6%Moisture
3 East Section 0 0 129.4 6.3 6 97o/o Pass 133pcf@6%Moisture
0 129.8 5.9 6 98% Pass 133pcf@6%Moisture4 West Section
Gomments:
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 outs¡de HBET's scope of work and require Mesa County Building Department's
approval. The subgrade is adeq uate for foundations con structed in accordance with the Mesa County Minimum Hous'
Foundation Standards using a Maximum Allowable Bearing Capacity of 1500 psf
Huddleston-BerrY
Engineering & Testing' LLC
2789 R¡verside Parkway
crand Junction, CO, 81501
(970) 2s5-8005
¡nfo(ôhuddlestonberrvcom
Glient: FranciscoVicencio
136 Horizon Circle
Parachute
CO
SOIL OBSERVATION REPORT
Project: 226 Eagle Ridge Dr
Project Number: 02206 - 0001 Technician
Work Order No: 74345 Observation Date
Matthew Andrew
Augusl 12,2021
Approval: On-going Testing is Required
Reviewed by: Jesse Lueras
Review Date: Augusl27,2021
Geotechnical RePort Title:
Geotechnical RePort Author:
Geotechnical RePort No & Date:
Geotechnical Report Bearing Capacity' psf:
Development or Lot Specific Report:
226Eagle Ridge Dr
HBET
02206-0001 211012021
I 500
Lot Specific
Sub-Contractor:
On Site Notification:
Foundation TYPe:
Proof-roll equipment:
Excavation Limits, ft:
Tally Ho
Robert
Footing / Stem Wall
Walk behind trench compactor
by
Soil TYPe Observed: Class 6
Proposed Type of Structural Fill for Next Lift: Class 6
Anticipated Thickness of Structural Fill, ft: I
Distance below Existing Ground and location of measurement, in
Gauge & Date of Cal¡brat¡on: 4334
DensitY Counts:
Moisture Counts:
Municipali$t: MesaCountY
2t8121
U'
E
o
o(J
* Surveying and elevation validation are outside of the scope of work and were not performed by HBEÏ
X
x
x
Lab #: 2'l-0644 Max. Dry Density, pcf: 133'0
Material Classification: Class 6
Opt. Mo¡sture, o/o: 6.0 ProctorType: D1557 C
Specification: 95 , -2 to +2D1557
0
#
tto
0
Location
J-"tiEä Çs åEE E¡¡ðıÈ
Proof-roll
s
tr(, '-ttioEÈ8o
ni.. g öE-o iD o:o- o cL15 ='n
Pass
Remarks /
Rock Corrected Proctor Values
Not ApplicableNot Applicable
1 North Section 10 130.4 6.7 6 98% Pass 133pcf@6%Moisture
-1 0 1 30.1 6.4 6 98% Pass '133pcf@6%Moisture2 South Section
3 East Section 10 131.2 7 .0 6 99% Pass 133pcf@6%Moisture
4 West Section -1 0 130.7 6.2 6 98% Pass 133pcf@6%Moisture
Comments:
Huddleston-Berry
Engineering.ft Testing' LLC
2789 R¡verside Parkway
crand Junction. Co. 81501
(970) 255-8005
inf o(ôhuddlestonberrvcom
Client: FranciscoVicencio
136 Horizon Gircle
Parachute
co
SOIL OBSERVATION REPORT
Project: 226 Êagle Ridge Dr
Project Number: 02206 - 0001 Technician:
Work Order No: 74288 Observation Date:
Matthew Andrew
Augusl 12,2021
Approval: On-going Testing is Required
Reviewed by: Jesse Lueras
Review Date: August 27, 2021
Geotechnical RePort Title:
Geotechnical RePort Author:
Geotechnical RePort No & Date:
Geotechnical Report Bearing Gapacity' psf:
Development or Lot Specific Report:
226 Eagle Ridge Dr
HBET
02206-0001 211012021
1 500
Lot Specific
Sub-Contractor:
On Site Notification:
Foundation TYPe:
Proof-roll equipment:
Excavation Limits, ft:
Tally Ho
Robert
Footing / Stem Wall
Walk behind trench compactor
by
Soil TYPe Observed:
Proposed Type of Structural Fill for Next Líft:
Anticipated Thickness of Structural Fill, ft:
Native
Class 6
I
Gauge & Date of Calibration: 4334
DensitY Counts:
Moisture Counts:
MunicipalitY: MesaCountY
2t8121
u,
ELo
Êoo
Distance below Existing Ground and location of measurement, in: 3B East bank
* Surveying and elevation validation are outside of the scope of work and were not performed by HBEÏ
x
x
x
Lab #: Max. Dry DensitY, Pcf: -
Material Classification: -
Opt. Moisture, %: -Proctor Type:
Specification: Proof-Roll
rt ..E*o-o
tro'-ltioËÈÊô
rt
tttoÞ
Location:
1 Bottom of footing excavations
lr
(1,
ul
-2
ff à.. g
?si ågE 46o=
Proof-roll
às
-göaDOocL
=.n
Pass
Remarks /
Rock Corrected Proctor Values
No Deflection Observed0
Comments
2118t12