HomeMy WebLinkAboutObservation of Excavation2789 Riverside Parkway Client: Joe Reider
Grand Junction, CO, 81501 1620 County Road 21
r i Huddleston-Berry
(970) 255-8005 Brighton
Engineering & Testing, LLC
mtot0huddlestonberrv.com CO 80603
SOIL OBSERVATION REPORT
Project: 3749 CR 301 - Parachute
Approval: On -going Testing is Required
Project Number: 02850 - 0001 Technician: Alex Brown
Reviewed by:
Work Order No: Observation
Date: May 8, 2025
Review Date:
Geotechnical Report Title:
3749 CO RD 301 Parachute Get
Sub -Contractor: JC Excavating
Geotechnical Report Author:
HBET
On Site Notification: Joe Reider
Geotechnical Report No $ Date:
02850-0001 6/7/2024
Foundation Type: Mono -Slab
Geotechnical Report Bearing Capacity, psf:
1500
Proof -roll equipment: Full capacity loader
Development or Lot Specific Report:
Lot Specific
Excavation Limits, ft: 60 by 34
Soil Type Observed:
Lean Clay w/Sand
w Fx] Gauge & Date of Calibration: 28667 09-24
Proposed Type of Structural Fill for Next Lift:
Class 6
E
0 Density Counts: 1599
c
Anticipated Thickness of Structural Fill, ft:
2
0
v FX] Moisture Counts: 631
Distance below Existing Ground and location of measurement, in: 28 South bank Municipality:
Surveying and elevation validation are outside of the scope of work and were not performed by HBET.
Lab #: 24-0331 Max. Dry Density, pcf:
100.5 Opt. Moisture, %:
20.0 Proctor Type: D698 A
Material Classification: LeanClay w/Sand(CL)
Specification: Proof -Roll
.:
U.
# Location: >
N a+
N e Z' c N;
y • C
o r E e y y Remarks /
> G 0
a` Q V 2 to Rock Corrected Proctor Values:
lu
1 Bottom of footing excavations
Proof -roll
Pass No Deflection Observed
2 Northwest Section -2
..... ..
0 97.2 18.1
.
6 97% Pass 100.5 pcf @ 20 % Moisture
3 Northeast Section -2
0 98.7 18.0
6 98% Pass 100.5 pcf @ 20 % Moisture
4 Southeast Section -2
0 97.0 18.2
6 97% Pass 100.5 pcf @ 20 % Moisture
5 Southwest Section -2
0 96.5 18.4
6 96% Pass 100.5 pcf @ 20 % Moisture
Comments:
5-8-25 A
ur 2789 Riverside Parkway Client: Joe Reider
Huddleston-Berry Grand Junction, co, 81501 1620 County Road 21
(970) 255 BOOS Brighton
Enyinccring& Testing, LLC
t� lnto4hhuddlesionberry, corn CO 80603
SOIL OBSERVATION REPORT
Project: 3749 CR 301 - Parachute Approval: On -going Testing is Required
Project Number: 02850 - 0001 Technician: Alex Brown Reviewed by:
Work Order No: Observation Date: May 8, 2025 Review Date:
Geotechnical Report Title: 3749 CO RD 301 Parachute Gei Sub -Contractor: JC Excavating
Geotechnical Report Author: HBET On Site Notification: Joe Reider
Geotechnical Report No & Date: 02850-0001 6/7/2024 Foundation Type: Mono -Slab
Geotechnical Report Bearing Capacity, psf: 1500 Proof -roll equipment: Full capacity loader
Development or Lot Specific Report: Lot Specific Excavation Limits, ft: 60 by 34
Soil Type Observed: Class 6 w ❑X Gauge & Date of Calibration: 28667 09-24
E
Proposed Type of Structural Fill for Next Lift: Class 6 0 Ff Density Counts: 1599
c
0
Anticipated Thickness of Structural Fill, ft: 1 v Moisture Counts: 631
Distance below Existing Ground and location of measurement, in: 16 South bank Municipality:
* Surveying and elevation validation are outside of the scope of work and were not performed by HBET.
Lab #: 25-0322 Max. Dry Density, pcf: 132.5 Opt. Moisture, %: 6.5 Proctor Type: D1557 C
Material Classification: 3/4" Base Specification: 95 , -2 to +2 D1557
N CL
` C
Location: a N e W C a e o r w 0)Remarks /
wO G a CL C V' rn Rock Corrected Proctor Values:
1 Not Applicable Proof -roll Pass Not Applicable
2 Northwest Section -1 0 131.4 6.0 6 99% Pass 132.5 pcf @ 6.5 % Moisture
3 Northeast Section -1 0 132.3 6.7 6 100% Pass 132.5 pcf @ 6.5 % Moisture
4 Southeast Section -1 0 126.4 7.1 6 95% Pass 132.5 pcf @ 6.5 % Moisture
5 Southwest Section -1 0 126.1 7.5 6 95% Pass 132.5 pcf @ 6.5 % Moisture
Comments:
5-8-25 B
f
2789 Riverside Parkway
Client: Joe Reider
Huddleston-Berry
Grand Junction, CO, 61501
1620 County Road 21
(970) 255-8005
Brighton
fir
f Engineering &'testing, I.LC
info huddle tnntmrry,com
CO 80603
SOIL OBSERVATION REPORT
Project: 3749 CR 301 - Parachute
Approval:
Project Number: 02850 - 0001 Technician: Alex Brown
Reviewed by:
Work Order No: Observation Date: May 9, 2025
Review Date:
Geotechnical Report Title:
3749 CO RD 301 Parachute Ge(
Sub -Contractor: JC Excavating
Geotechnical Report Author:
HBET
On Site Notification: Joe Reider
Geotechnical Report No & Date:
02850-0001 6/7/2024
Foundation Type: Mono -Slab
Geotechnical Report Bearing Capacity, psf:
1500
Proof -roll equipment: Full capacity loader
Development or Lot Specific Report:
Lot Specific
Excavation Limits, ft: 60 by 34
Soil Type Observed:
Class 6
❑X Gauge & Date of Calibration: 28667 09-24
y
E
Proposed Type of Structural Fill for Next Lift:
N/A
o Density Counts: 1599
c
0
Anticipated Thickness of Structural Fill, ft:
0
v Moisture Counts: 631
Distance below Existing Ground and location of measurement, in: 4 South
bank Municipality:
Surveying and elevation validation are outside of the scope of work and were not performed by HBET.
Lab #: 25-0322 Max. Dry Density, pcf:
132.5 Opt. Moisture, %: 6.5 Proctor Type: D1557 C
Material Classification: 3/4" Base
Specification: 95 , -2 to +2 D1557
y Location:
(ne c w;
o w E Remarks /
w
O p° o
a m v° N Rock Corrected Proctor Values:
p
1 Not Applicable
Proof -roll
Pass Not Applicable
2 Northwest Section 0
0 131.2 6.4
6 99% Pass 132.5 pcf @ 6.5 % Moisture
3 Northeast Section 0
0 127.8 6.1
6 96% Pass 132.5 pcf @ 6.5 % Moisture
4 Southeast Section 0
0 129.1 6.3
6 97% Pass 132.5 pcf @ 6.5 % Moisture
5 Southwest Section 0
0 128.0 6.4
6 97% Pass 132.5 pcf @ 6.5 % Moisture
Comments:
5-8-25