HomeMy WebLinkAboutObservation of Excavation 09.02.20222789 Riverside Parkway Client: Travis Ruonavaara
` Grand Junclion, GO, 81501 1337 E 8th Street
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(970) 256.8005 Rifle
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SOIL OBSERVATION REPORT
Project: 1237 Skutter Lane - Rifle A pro�al:
Project Number: 02434 - 0001 Technician: Miriam Sanchez
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Work Order No: 81434 Observation Date: September 2, 2022
Review Date:
September 12, 2022
Geotechnical Report Title:
1237 Scutter Ln Geo
Sub -Contractor:
Geotechnical Report Author:
HBET
On Site Notification:
Travis Ruonavaara
Geotechnical Report No & Date:
02434-0001 3/31 /2022
Foundation Type:
Footing / Stem Wall
Geotechnical Report Bearing Capacity, psf:
1500
Proof -roll equipment:
Full capacity loader
Development or Lot Specific Report:
Lot Specific
Excavation Limits, ft:
by
Soil Type Observed: Sandy Silt w xx Gauge & Date of Calibration: 82800 1211121
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E
Proposed Type of Structural Fill for Next Lift: Sandy Silt ao Density Counts: 2520
0
Anticipated Thickness of Structural Fill, ft: 2 v � Moisture Counts: 689
Distance 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 #: 22-0720 Max. Dry Density, pcf:
Material Classification: Sandy Silt
112.0
Opt. Moisture, %:
15.5
Proctor Type:
Specification:
D698 A
95 , -2 D698
Location:
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c w
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m
Remarks /
19
°'
Q m
o
a m
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m y Rock Corrected Proctor Values:
W
O
❑
2
G
U
1
Structural Fill for Footings
0
0
NA
Pass
No Deflection Observed
2
North Section
0
0
107.8
15.7
6
96%
Pass
112 pcf @ 15.5 % Moisture
3
Center of House
0
0
111.2
13.7
6
99%
Pass
112 pcf @ 15.5 % Moisture
4
South Section
0
0
106.3
16.3
6
95%
Pass
112 pcf @ 15.5 % Moisture
5
West Section of garage
0
0
112.1
14.2
6
100%
Pass
112 pcf @ 15.5 % Moisture
Comments:
9/2