HomeMy WebLinkAboutFor City Of Fridley20231108_11015722 Moisture Density Curve ASTM: D698, Method B
Project: 1237 Onondaga St. NE - Fridley Date: 11/6/23
Client: Home Source Inc. Job No. 14722
Boring No. Sample: Bulk 1 Depth(ft): Location:
Soil Type: Silty Sand with gravel (SM)
As Received W.C. (%): 11.6 LL: PL: PI: Specific Gravity: 2.67 "Assumed
♦ o ♦ o
Maximum Dry Density (pcf): 113.8 Opt. Water Content (%): 12.2
118
\ ♦ Proctor Points
1 1 7 Zero Air Voids
,I
116
\
115 \
.1 114
113 \
C
A
s.
A 112
111
110
109
108
8 9 10 11 12 13 14 15 16 17 18
Water ContentOIL
(%)
9530 James Ave South NGINEERING Bloomington, MN 55431
4F.T-RIUa TESTING, INC.
Laboratory Test Summary
Project: 1237 Onondaga St. NE- Fridley Job: 14722
Client: Home Source Inc. Date: 11/7/23
Sample Information & Classification
Boring# Rear Lot Front Lot
Sample#
Depth (ft)
Type or BPF TWT TWT
Classification Silty Sand Silty Sand
(SM/SP-SM) (SM)
Water Content, Dry Density (ASTM:D7263)
Water Content(%) 7.6 14.7
Dry Density(pcf) 110.0 106.6
Sample Information & Classification
Boring#
Sample#
Depth (ft)
Type or BPF
Classification
Water Content, Dry Density (ASTM:D7263)
Water Content(%)
Dry Density(pcf)
Sample Information & Classification
Boring#
Sample#
Depth (ft)
Type or BPF
Classification
Water Content, Dry Density (ASTM:D7263)
Water Content(%)
Dry Density(pcf)
Oil
9530 James Ave South NGINEERING Bloomington,MN 55431
TE,STING, INC.