HomeMy WebLinkAboutObservation of Excavation 06.15.20232789 Ri�rside Parkway Client: Kay Crook
Huddleston -Berry Grand Junction, co, e150PO Box 1174
i (970)255-8005 Rifle
Engineering &r Teyling, LLC
mtnahwloi, ronnerrwmi CO 81650
SOIL OBSERVATION REPORT
Project: Parcel 217902400549 Approval
Project Number: 02375 - 0001 Technician: Miriam Sanchez teviewed by: .le L eras
Work Order No: 3bservation Date: June 15, 2023 Review Date: June 26, 2023
Geotechnical Report Title:
Geotechnical Investigation
Geotechnical Report Author:
HBET
Geotechnical Report No & Date:
02375-0001 12/16/2021
Geotechnical Report Bearing Capacity, psf:
2000PSF
Development or Lot Specific Report:
Lot Specific
Sub -Contractor: Ow ner
On Site Notification: Ben Crooks
Foundation Type: Footing / Stem Wall
Proof -roll equipment:
Excavation Limits, ft: by
Soil Type Observed: Native HItauge & Date of Calibration: 80082 9/9/22
E i�—JJ
roposed Type of Structural Fill for Next Lift: NA c `o � Density Counts: 2484
0
Anticipated Thickness of Structural Fill, ft: 0 v � Moisture Counts: 695
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 #: 1/1/2375 Max. Dry Density, pcf:
108.0
Opt. Moisture, %:
15.5
Proctor Type: D698 A
laterial Classification: Engineered fill
Pass
Not Applicable
2
Specification: 95 , -2 to +2 D698
N Location:
d
e
v
a o
_
CL
c w
w m Remarks /
F w
0-
a
0
i v°
w Rock Corrected Proctor Values:
17.0
6 95%
Pass
108 pcf @ 15.5 % Moisture
4
East Section
1
Not Applicable
Proof -roll
Pass
Not Applicable
2
North Section
0
0
106.2
17.0
6 98%
Pass
108 pcf @ 15.5 % Moisture
3
South Section
0
0
102.5
17.0
6 95%
Pass
108 pcf @ 15.5 % Moisture
4
East Section
0
0
106.2
15.4
98%
Pass
108 pcf @ 15.5 % Moisture
5
Northw est Section
0
0
106.3
17.0
98%
Pass
108 pcf @ 15.5 % Moisture
Comments: South section retested from 6-12-23, north west section retested from 6-12-23
6-15
Comments -
6 -12
2789 Riverside Parkway
Client: Kay Crook
' 1 Hud(fleston-Berry
Grand hmlion, CO, 81501
PO Box 1174
Engineering Testing, LLC
$ .% :f
970l 255-8005
Rifle
iNo�lw�r&Sccslnn6r:rrerom
CO 81650
SOIL OBSERVATION REPORT
Project: Parcel 217902400549
Approval: Retesting is Required
Project Number: 02375 - 0001 Technician: Miriam Sanchez
teviewed by: Jesse Lueras
Work Order No: )bservation
Date: June 12, 2023
Review Date: June 26, 2023
Geotechnical Report Title:
Geotechnical Investigation
Sub-Contractor: Ow ner
Geotechnical Report Author:
HBET
On Site Notification: Ben Crooks
Geotechnical Report No & Date:
02375-0001 12/16/2021
Foundation Type: Footing / Stem Wall
Geotechnical Report Bearing Capacity, psf:
2000PSF
Proof-roll equipment:
Development or Lot Specific Report:
Lot Specific
Excavation Limits, ft: by
Soil Type Observed:
Native
1a I X (Gauge & Date of Calibration: 80082 9/9/22
E l �^�J
roposed Type of Structural Fill for Next Lift:
NA
°Density Counts: 2490
Anticipated Thickness of Structural Fill, ft:
0
c
0
v Moisture Counts: 690
tante 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 #: 1/1/2375 Max. Dry Density, pcf:
108.0 Opt. Moisture, %:
15.5 Proctor Type: D698 A
laterial Classification: Engineered fill
Specification: 95 , -2 to +2 D698
ik IL
Location:
) 7
o '' c 0 w e
a r
c« E w m Remarks /
F
o $, a 0
a` 0 ' rn Rock Corrected Proctor Values:
1 Not Applicable
Proof-roll
Pass Not Applicable
2 South Section 0
0 106.5 10.0
6 99% Fail 108 pcf @ 15.5 % Moisture
3 Northw est Section 0
0 113.2 10.5
..
6 105% Fail 108 pcf @ 15.5 % Moisture
.... ...................... .
Comments -
6 -12
2789 Riwrside Parkway Client: Kay Crook
Grand Junction, CO, 81501 PO Box 1174
Huddleston -Berry
970I 255 -8005 Rifle
Engineering & Testing, LLC
\ ` A �nlnfdivxl7estcv�0�:rrvtrxn CO 81650
SOIL OBSERVATION REPORT
Project: Parcel 217902400549 Approval: On-going Testing is Required
Project Number: 02375 - 0001 Technician: Miriam Sanchez teviewed by: Jesse Lueras
Work Order No: 85669 )bservation Date: May 18, 2023 Review Date: June 26, 2023
Geotechnical Report Title: Geotechnical Investigation Sub -Contractor: Ow ner
Geotechnical Report Author: HBIET On Site Notification: Ben Crookl
Geotechnical Report No & Date: 02375-0001 12/16/2021 Foundation Type: Footing / Stem Wall
Geotechnical Report Bearing Capacity, psf: 2000PSF Proof -roll equipment: Full capacity wheeled skid -steer
Development or Lot Specific Report: Lot Specific Excavation Limits, ft: 76 by 30
Soil Type Observed: Native1 7C ;Gauge &Date of Calibration:
E I��
roposed Type of Structural Fill for Next Lift: Native c 0 Fx� Density Counts:
0
Anticipated Thickness of Structural Fill, ft: 1 v F—xl Moisture Counts:
Lance below Existing Ground and location of measurement, in: 14" South bank Municipality: Garfield
Surveying and elevation validation are outside of the scope of work and were not performed by HBET.
Lab #: Max. Dry Density, pcf: - Opt. Moisture, %: - Proctor Type: -
laterial Classification: - Specification: Proof -Roll
Location
N
w `
C
Q
E;
yd
= y
$ 0
o
0d
o_ v
O>
�
1 Bottom of foundation excavation -1
Proof -roll
Comments:
.y
w � Remarks /
rn Rock Corrected Proctor Values:
Pass No Deflection Observed
5-18