HomeMy WebLinkAboutObservation of Excavationrtq 2789 Riverside Parkway Client: Tom and Naomi Laidlaw
+ Grand Junction, CO, 81501 37836 River Frontage Road
Huddleston-Berry
Engineering & Testing, LLC info 25S8o05 New Castle
nfoAhuddiessonberrv.wm CO 81647
SOIL OBSERVATION REPORT
Project: 37836 River Frontage Rd
Approval:
Project Number: 02648 - 0001 Technician: Alex Brown
Reviewed by: Jesse Lueras
Work Order No: Observation Date: May 2, 2025
Review Date: May 15, 2025
Geotechnical Report Title:
37836 River Frontage Rd Geote
Sub -Contractor:
Geotechnical Report Author:
HBET
On Site Notification: Todd Strckland
Geotechnical Report No & Date:
02648-0001 6/6/2023
Foundation Type: Mono -Slab
Geotechnical Report Bearing Capacity, psf:
1500
Proof -roll equipment: Walk behind trench compactor
Development or Lot Specific Report:
Lot Specific
Excavation Limits, ft: 68 by 39
Soil Type Observed:
Class 6
In FXI Gauge & Date of Calibration: 28667 09-24
Proposed Type of Structural Fill for Next Lift:
N/A
E
`o Density Counts: 1599
c
Anticipated Thickness of Structural Fill, ft:
0
0
v Moisture Counts: 631
Distance below Existing Ground and location of measurement, in:
Municipality:
Surveying and elevation validation are outside of the scope of work and were not performed by HBET.
Lab #: 24-0307 Max. Dry Density, pcf:
133.0 Opt. Moisture, %:
6.5 Proctor Type: D1557 C
Material Classification: Class 6
Specification: 95 , -2 to +2 D1557
`+
y Location:
N
N o 0 U a e
o w E v y Remarks /
w>
` G a
n- 0 V ' rn Rock Corrected Proctor Values:
1 Bottom of footing excavations
Proof -roll
Pass No Deflection Observed
2
East Section
U
0
128.1
4.6
6
96%
Pass
133 pcf @ 6.5 % Moisture
3
North Section
0
0
128.3
4.6
6
96%
Pass
133 pcf @ 6.5 % Moisture
4
West Section
0
0
126.9
5.3
6
95%
Pass
133 pcf @ 6.5 % Moisture
5
South Section
0
0
127.2
5.2
6
96%
Pass
133 pcf @ 6.5 % Moisture
Comments:
5-2-25
2789 Riverside Parkway
Client: Tom and Naomi Laidlaw
Grand Junction, co, a1501
Huddleston-Berry
37836 River Frontage Road
(970)255-8005
New Castle
Engineering & Testing, LLC
CO 81647
infaglnuddEeston6errv.cam
• L
SOIL OBSERVATION REPORT
Project: 37836 River Frontage Rd
Approval: On -going Testing is Required
Project Number: 02648 - 0001 Technician: Miriam Sanchez
Reviewed by:
Work Order No: Observation Date: May 1, 2025
Review Date:
Geotechnical Report Title: 37836 River Frontage Rd Geote
Sub -Contractor: Owner
Geotechnical Report Author: HBET
On Site Notification: Todd Strockland
Geotechnical Report No & Date: 02648-0001 6/6/2023
Foundation Type: Footing / Stem Wall
Geotechnical Report Bearing Capacity, psf: 1500
Proof -roll equipment: Tench Sheepfoot
Development or Lot Specific Report: Lot Specific
Excavation Limits, ft: 69 by 37
Soil Type Observed: Cobble With Sand
a ❑Y Gauge & Date of Calibration:
Proposed Type of Structural Fill for Next Lift: Pit run
E
o Density Counts:
c
Anticipated Thickness of Structural Fill, ft: 1
0
v �y Moisture Counts:
Distance below Existing Ground and location of measurement, in: 144 Northwest bank Municipality:
" 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: -
Material Classification: -
Specification: Proof -Roll
U
'm • • T LO e
Location: > � e c
c r E .o Remarks /
d d > p e� a o
a v' W Rock Corrected Proctor Values:
w p
o
1 Structural Fill for Footings -1 Lots Proof -roll
Pass No Deflection Observed
Comments:
5-1 A
2789 Riverside Parkway Client: Tom and Naomi Laidlaw
Grand Junction, CO, 81501 37836 River Frontage Road
Huddleston-Berry
Engineering & Testing, LLC m!uddleP97o) huddle i New Castle
alonbo .com CO 81647
•»C
SOIL OBSERVATION REPORT
Project: 37836 River Frontage Rd
Approval: On -going Testing is Required
Project Number: 02648 - 0001 Technician: Miriam Sanchez
Reviewed by: Jesse Lueras
Work Order No: Observation Date: May 1, 2025
Review Date: May 15, 2025
Geotechnical Report Title: 37836 River Frontage Rd Geote
Sub -Contractor: Owner
Geotechnical Report Author: HBET
On Site Notification: Todd Strockland
Geotechnical Report No & Date: 02648-0001 6/6/2023
Foundation Type: Footing / Stem Wall
Geotechnical Report Bearing Capacity, psf: 1500
Proof -roll equipment: Tench Sheepfoot
Development or Lot Specific Report: Lot Specific
Excavation Limits, ft: 69 by 37
Soil Type Observed: Cobble With Sand
❑y Gauge & Date of Calibration:
w
E
Proposed Type of Structural Fill for Next Lift: 3/4 Base Course
`o F Density Counts:
c
0
Anticipated Thickness of Structural Fill, ft: 3
c) ❑y Moisture Counts:
Distance below Existing Ground and location of measurement, in: 156 Northwest
bank Municipality:
" 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:
Material Classification: -
Specification: Proof -Roll
Location:
y e_
y o
o r E e
d d Remarks /
w0
0 o
a v
N Rock Corrected Proctor Values:
1 Bottom of footing excavations -2
Lots
Proof -roll
Pass No Deflection Observed
Comments:
5-1