HomeMy WebLinkAboutObservation of Excavation2709 Riverside Parkway Client: Monico Murillo
Grand Junction, CO_ 01501 250 CR 127 #2
Huddleston-Berry
(970) 255-13005 Glenw ood Springs
Engineering G'1'c ling, LLC
1140({6t41fueS1pbILrVtOrr1 CO 81601
SOIL OBSERVATION REPORT
Project: 1127 Skutter Lane Rifle Approval: y�
Project Number: 02631 - 0001 Technician: Derric Ferguson teviewed by: 3essA.L ras
Work Order No: observation Date: July 9, 2024 Review Date: July 11, 2024
Geotechnical Report Title: 1127 Scutter Lane, Monico Muril Sub -Contractor: Monico Murillo
Geotechnical Report Author: HBEr On Site Notification: Monico Murillo
Geotechnical Report No & Date: 02631-0001 5/2/2023 Foundation Type: Footing / Stem Wall
Geotechnical Report Bearing Capacity, psf: 1500 Proof -roll equipment: Full capacity wheeled skid -steer
Development or Lot Specific Report: Lot Specific Excavation Limits, ft: 74 by 64
Soil Type Observed: Clayey Sand w MGauge & Date of Calibration: 80013 10-23
E
roposed Type of Structural Fill for Next Lift: NA `o Density Counts: 2558
`c
0
Anticipated Thickness of Structural Fill, ft: 0 v El Moisture Counts: 663
Lance below Existing Ground and location of measurement, in: Municipality: Garfield County
Surveying and elevation validation are outside of the scope of work and were not performed by HBET.
Lab #: 23-0190 Max. Dry Density, pcf: 115.0 Opt. Moisture, %: 14.5 Proctor Type: D698 A
laterial Classification: CLAYEY SAND(SC) Specification: 95 , -2 to +2 D698
m ai
N d•
w Location: w e a y o c r E a a) m Remarks I
F w o a, a a` a v N Rock Corrected Proctor Values:
1 Not Applicable Proof -roll Pass Not Applicable
... ..... .. .. ..
2 Center of Craw I Space area 0 0 112.6 12.8 6 98% Pass 115 pcf @ 14.5 % Moisture
3 Center of Walk Out Basement Area 0 5 115.8 11.9 6 99% Pass 116.7 pcf @ 13.9 % Moisture
4 Center of Walk Out Wall 0 0 113.3 12.7 6 99% Pass 115 pcf @ 14.5 % Moisture
Com m ents:
7/9
2789 Riwrside Parkway Client: Monico Murillo
4F 1 Grand Junclion, CO, 81501 250 CR 127 #2
Huddleston-Berry
i970l zsseoos Glenw ood Springs
Engineering& fcoing, LLC
InkCdHyS�cylraiarvcmn CO 81601
SOIL OBSERVATION REPORT
Project: 1127 Skutter Lane Rifle Approval: On -going Testing is Required
Project Number: 02631 - 0001 Technician: Alex Brown teviewed by: Jesse Lueras
Work Order No: )bservation Date: July 5, 2024 Review Date: July 11, 2024
Geotechnical Report Title: 1127 Scutter Lane, Monico Muril Sub -Contractor: Monico Murillo
Geotechnical Report Author: HBET On Site Notification: Monico Murillo
Geotechnical Report No & Date: 02631-0001 5/2/2023 Foundation Type: Footing / Stem Wall
Geotechnical Report Bearing Capacity, psf: 1500 Proof -roll equipment: Full capacity wheeled skid -steer
Development or Lot Specific Report: Lot Specific Excavation Limits, ft: 74 by 64
Soil Type Observed: Clayey Sand w 3C 1 IGauge & Date of Calibration: 28667 10-23
E I��
roposed Type of Structural Fill for Next Lift: Clayey Sand .2 Density Counts: 1715
0
Anticipated Thickness of Structural Fill, ft: 1 v � Moisture Counts: 640
lance below Existing Ground and location of measurement, in: Municipality: Garfield County
` Surveying and elevation validation are outside of the scope of w ork and w ere not performed by HBEr.
Lab #: 23-0190 Max. Dry Density, pcf: 115.0 Opt. Moisture, %: 14.5 Proctor Type: D698 A
iaterial Classification: CLAYEY SAND(SC) Specification: Proof -Roll
a Location:
1 Bottom of footing excavations
2 Center of Craw I Space area
3 Center of Walk Out Basement Area
4 Center of Walk Out Wall
N
LL
a '- w
..
d
!Z
a'
p c a
y o
G a
E e
o
L)
O'
Proof -roll
-2 0
109.9
13.3
6
96%
-1 0
111.6
13A
6
97%
-1 0
111.4
15.8
6
97%
Comments: Placement contractor required additional time for finishing compaction
Remarks /
a m
0
Rock Corrected Proctor Values:
rn
Pass
No Deflection Observed
Pass
115 pcf @ 14.5 % Moisture
Pass
115 pcf @ 14.5 % Moisture
Pass
115 pcf @ 14.5 % Moisture
7-5-24
Huddleston-Be
Enginccring& I'cwlinr, LI.
0
2789 Riverside Parkway Client: Monico Murillo
y� Grand Junclion, CO, 81501 250 CR 127 #2
`-' (970) 255-8005 Glenw ood Springs
IHt&lsuil. 1!AdHyr;JC*" CO 81601
SOIL OBSERVATION REPORT
Project: 1127 Skutter Lane Rifle Approval: On -going Testing is Required
Project Number: 02631 - 0001 Technician: Jesse Lueras reviewed by: Jesse Lueras
Work Order No: observation Date: July 1, 2024 Review Date: July 11, 2024
Geotechnical Report Title: 1127 Scutter Lane, Monico Muril Sub -Contractor: Monico Murillo
Geotechnical Report Author,, HBET On Site Notification: Monico Murillo
Geotechnical Report No & Date: 02631-0001 5/2/2023 Foundation Type: Footing / Stem Wall
Geotechnical Report Bearing Capacity, psf: 1500 Proof -roll equipment: Full capacity wheeled skid -steer
Development or Lot Specific Report: Lot Specific Excavation Limits, ft: 74 by 64
Soil Type Observed: Clayey Sand In I X IGauge & Date of Calibration: 28667 10-23
E ��
roposed Type of Structural Fill for Next Lift: Clayey Sand 0 Fx] Density Counts: 1715
c
0
Anticipated Thickness of Structural Fill, ft: 2 v [_X I Moisture Counts: 640
tance below Existing Ground and location of measurement, in: Municipality: Garfield County
Surveying and elevation validation are outside of the scope of w ork and w ere not performed by HBEr.
Lab #: 23-0190 Max. Dry Density, pcf: 115.0 Opt. Moisture, %: 14.5 Proctor Type: D698 A
iaterial Classification: CLAYEY SAND(SC) Specification: 95 _2 to +2 D698
N
w
Location:
y=_
a e
m
o s
E o
d m
Remarks I
Og,
a
a`
v
m
Rock Corrected Proctor Values:
1
Bottom of footing excavations
-2
Proof -roll
Pass
No Deflection Observed
2
North Footing Line
-2
0
114.5
12.6
6
100%
Pass
115 pcf @ 14.5 % Moisture
3
Center of West Footing Line
-2
0
115.0
12.9
6
100%
Pass
115 pcf @ 14.5 % Moisture
4
South Footing Line
-2
0
113.9
14.0
6
99%
Pass
115 pcf @ 14.5 % Moisture
5 East Footing Line
-2
0
114.2
12.5
6
99%
Pass
115 pcf @ 14.5 % Moisture
Comments:
7/1