HomeMy WebLinkAboutObservation of Excavation 08.29.20232789 Rmrside Parkway Client: Stricklan Homes, LLC.
rl• Grand Junction, CO. 81501 PO Box 1749
Huddleston-Berry
Engineering 3c Testing, LLC is�o� zs5-eoos Rifle
i IJ0,WXXULmtWbL [Vcmi CO
SOIL OBSERVATION REPORT
Project: 63 Meadow Creek Court Approval:..
Project Number: 02332 - 0003 Technician: Miriam Sanchez teviewed by: Jess errs
Work Order No: 77930 )bservation Date: March 7, 2022 Review Date: August 29, 2023
Geotechnical Report Title: geotechnical investigation 63 M Sub -Contractor:
Geotechnical Report Author: HBEr On Site Notification:
Geotechnical Report No & Date: 02332-0003 10/31/2021 Foundation Type: Mono -Slab
Geotechnical Report Bearing Capacity, psf: 1500 Proof -roll equipment:
Development or Lot Specific Report: Lot Specific Excavation Limits, ft: by
Soil Type Observed: Silty/ Clay w Gauge & Date of Calibration:
E
roposed Type of Structural Fill for Next Lift: Native 0 Density Counts:
c
0
Anticipated Thickness of Structural Fill, ft: 0 v Fx I Moisture Counts:
Lance below Existing Ground and location of measurement, in: Municipality: Garfield
Surveying and elevation validation are outside of the scope of w ork and w ere not performed by HBET.
Lab #: 21-0751 Max. Dry Density, pcf: 108.0 Opt. Moisture, %: 15.0 Proctor Type: D698 A
aterial Classification: silt Specification: 95 , -2 to +2 D698
•• d a N C
CL
a Location: N= T N o o w d d Remarks /
F .2 O a" a` a v° Rock Corrected Proctor Values:
a'
0 Not Applicable Proof -roll Pass Not Applicable
1 Center of House 0 0 103.8 13.5 6 96% Pass 108 pcf @ 15 % Moisture
2 Northw est Section 0 0 102.8 13.1 6 95% Pass 108 pcf @ 15 % Moisture
3 Northeast Section 0 0 102.5 16.1 95% Pass 108 pcf @ 15 % Moisture
Comments:
3-7
_ 2789RkersideParkway Client: Stricklan Homes, LLC.
r 1 Huddleston-Berry Grand Jenciion, CO, 81501 PO Box 1749
+ s Engineering & Testing,LLC I97ot zssaoos Rifle
Co
SOIL OBSERVATION REPORT
Project: 63 Meadow Creek Court Approva
Project Number: 02332 - 0003 Technician: Miriam Sanchez teviewed by: Jess eras
Work Order No: 77915 observation Date: March 4, 2022 Review Date: August 29, 2023
Geotechnical Report Title: geotechnical investigation 63 rn Sub -Contractor:
Geotechnical Report Author: HBET On Site Notification:
Geotechnical Report No & Date: 02332-0003 10/31/2021 Foundation Type: Mono -Slab
Geotechnical Report Bearing Capacity, psf: 1500 Proof -roll equipment:
Development or Lot Specific Report: Lot Specific Excavation Limits, ft: by
Soil Type Observed: Silty/ Clay w x 'Gauge & Date of Calibration:
E
roposed Type of Structural Fill for Next Lift: Native o X j Density Counts:
c
0
Anticipated Thickness of Structural Fill, ft: 0 v � Moisture Counts:
Lance below Existing Ground and location of measurement, in: Municipality: Garfield
* Surveying and elevation validation are outside of the scope of w ork and w ere not performed by HBET.
Lab #: 21-0751 Max. Dry Density, pcf: 108.0 Opt. Moisture, %: 15.0
aterial Classification: silt
iL
N Location:
0
1 Northeast Section
2 Southeast Section
N
T `
C
y
t o .�
�' 0
O` a
o.
Q o
113
Proof -roll
0 0
104.8 13.2
6
97%
0 0
103.3 16.3
6
96%
.. . .
Comments: Extra density in middle taken and passed
Proctor Type: D698 A
Specification- 95 , -2 to +2 D698
r V
Remarks /
0 m Rock Corrected Proctor Values:
Pass Not Applicable
Pass 108 pcf @ 15 % Moisture
Pass 108 pcf @ 15 % Moisture
3-4
2789 Rherslde Parkway Client: Stricklan Homes, LLC.
Granr \1
Huddleston—Berry (970) Junction. co. euo PO Box 1749
+r� t Engineering3� Testing, LLC ig�oizss-aoos Rifle
intaNxWesoonWrycorn CO
SOIL OBSERVATION REPORT
Project: 63 Meadow Creek Court
Approval: On -going Testing is Required
Project Nu ber: 02332 - 0003 Technician: Miriam Sanchez
teviewed by: Jesse Lueras
Work Order No: 77897 )bservation Date: March 3, 2022
Review Date: August 29, 2023
Geotechnical Report Title: geotechnical investigation 63 mf
Sub -Contractor:
Geotechnical Report Author: HBET
On Site Notification:
Geotechnical Report No & Date: 02332-0003 10/31/2021
Foundation Type:
Geotechnical Report Bearing Capacity, psf: 1500
Proof -roll equipment:
Development or Lot Specific Report: Lot Specific
Excavation Limits, ft: by
Soil Type Observed: Silty/ Clay m F% Gauge & Date of Calibration:
E
roposed Type of Structural Fill for Next Lift: Native Density Counts:
C
O
Anticipated Thickness of Structural Fill, ft: 1 v Moisture Counts:
lance below Existing Ground and location of measurement, in: Municipality: Garfield
Surveying and elevation validation are outside of the scope of w ork and w ere not performed by HBEr,
Lab #: 21-0751 Max. Dry Density, pcf: 108.0 Opt. Moisture, %: 15.0 Proctor Type: D698 A
iaterial Classification: silt Specification: 95 , -2 to +2 D698
Location:
•.
m
N
r
p a
d
N
c
y
a
c
a
Remarks !
w
'
a
Rock Corrected Proctor Values:
og
v
�y
0 Not Applicable
Proof -roll
Pass
Not Applicable
1 Northeast Section
-1
0
104.1
13.2
6
96%
..
Pass
108 pcf @ 15 % Moisture
2 Northw est Section
-1
0
107.2
13.1
6
99%
Pass
108 pcf @ 15 % Moisture
3 Southeast Section
-1
0
107.3
13.4
6
99%
Pass
108 pcf @ 15 % Moisture
4 Southw est Section
-1
0
107.5
14.7
6
100%
Pass
108 pcf @ 15 % Moisture
Comments: Extra density in middle taken and passed
3-3
2789 Riverside Parkvvay Client: Stricklan Homes, LLC.
+f J Grand Junction, CO,81501 PO Box1749
Huddleston-Berry
s
(970) 255-8005 Rifle
Engineering& Testing, LLC hAft
InWK�ifh,ddiesoorr- :._ i i CO
SOIL OBSERVATION REPORT
Project: 63 Meadow Creek Court Approval: On -going Testing is Required
Project Number: 02332 - 0003 Technician: Miriam Sanchez teviewed by: Jesse Lueras
Work Order No: 77852 )bservation Date: March 2, 2022 Review Date: August 29, 2023
Geotechnical Report Title: geotechnical investigation 63 nx Sub -Contractor:
Geotechnical Report Author: HBET On Site Notification:
Geotechnical Report No & Date: 02332-0003 10/31/2021 Foundation Type:
Geotechnical Report Bearing Capacity, psf: 1500 Proof -roll equipment:
Development or Lot Specific Report: Lot Specific Excavation Limits, ft: by
Soil Type Observed: Silty/ Clay N EGauge & Date of Calibration:
E
roposed Type of Structural Fill for Next Lift: Native `o ] Density Counts:
c
0
Anticipated Thickness of Structural Fill, ft: 2 v � Moisture Counts:
Lance below Existing Ground and location of measurement, in: Municipality: Garfield
Surveying and elevation validation are outside of the scope of work and were not performed by HBEr.
Lab #: 21-0751 Max. Dry Density, pcf: 108.0 Opt. Moisture, %: 15.0 Proctor Type: D698 A
Material Classification: silt Specification: 95 , -2 to +2 D698
# i1L
w Location:
U3
1 Bottom of foundation excavation -2
d
N
w e
wCL
a 40
o a
ai
n'
c
° 0 E o
d
O
A
o_ a c
g
0 Proof -roll
r
m � Remarks /
a) m Rock Corrected Proctor Values -
Pass No Deflection Observed
2
Northw est Section
-2
0
104.2
16.9
6
96%
Pass
108 pcf @ 15 % Moisture
3
Northeast Section
-2
0
106.4
15.9
6
99%
Pass
108 pcf @ 15 % Moisture
4
Southw est Section
-2
0
102.1
14.7
6
95%
Pass
108 pcf @ 15 % Moisture
5 Southeast Section -2 0 102.1 14.0 6 95% Pass 108 pcf @ 15 % Moisture
Comments: Extra density in middle taken and passed
3-2
2789 Riverside Parkway
If
r� Huddleston-Berry Grand Junction, CO, 81501
i
i970i zss Boos
EngineeringS[ Testing, LLC
�T� in[a67}�udc7nslonGerntcmi
REVIEW of CONSTRUCTION
Project: 63 Meadow Creek Court
Project Number: 02332 - 0003 Technician: David Miller
Work Order No: Observation Date: February 25, 2022
General Contractor:
Subcontractor:
Explanation:
Client: Stricklan Homes, LLC.
PO Box 1749
Rifle
CO
Type of Work: Soil
Reviewed by: Jesse Lueras
Review Date: August 29, 2023
On Site Notification:
A representative of Huddleston Berry Engineering and Testing (HBET) arrived on site as requested to test the bottom of
open hole at 63 Meadow Creek Ct in Paracute Co. On arrival no one was on site to perform testing and proof rolls of the
bottom of open hole. The bottom of the hole was covered in 8" of snow and was undisturbed, the equipment on site was
covered in snow and hadnt been moved, HBET is determining this days visit as a no call cancel on this date.
Diagrams:
2-25