2024-09-23-Point Edwards Condo Sidewalk Replacement-SLT165875
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MOISTURE
DENSITY
RELATIONSHIP REPORT
Curve No.
1658
ZAV SpG Test Specification:
2.95 ASTM D 1557-12 Method C Modified
Preparation Method Wet
Hammer Wt. 10 lb.
Hammer Drop 18 in.
Hammer Type: automatic
Layers five Blows/Layer 56
Mold Size 0.075 cu. ft.
Test Performed on Material
Passing 3/4 in. Sieve
NM 2.1 % LL PI
Sp.G. (assumed): 2.6
%>3/4 in. 0 %<No.200 8.0
USCS SW-SM AASHTO A-1-a
13 15 Date Sampled 9/23/2024
Date Received 9/23/2024
Date Tested 9/23/2024
Tested By Andy Duong
41035134.9
pcf
5
7
Water
9
content,
11
TESTING DATA
1
2
3
4
5
6
WM+WS
11358.0
11549.0
11672.0
11697.0
WM
6600.0
6600.0
6600.0
6600.0
WW+T#1
668.2
593.1
563.9
547.4
WD+T#1
630.6
546.3
509.4
486.7
TARE #2
0.0
0.0
0.0
0.0
WW+T#2
WD+T#2
TARE #2
MOISTURE
6.0
8.6
10.7
12.5
DRY DENSITY
132.1
134.2
134.8
133.4
TEST RESULTS
Material Description
Maximum dry density = 134.9 pcf
Optimum moisture = 10.3 %
ORA sample ID: 1658 well -graded sand
with silt and gravel (5/8" minus)
Rushed Sample
Remarks:
Test equipment ID: Set 4
Project No. 24-0623
Project: Point Edwards
21 Pine Street, Edmonds
O Location: Onsite
Client: Point Edwards Condominiums Homeowners's A
Condo Sidewalk Replacement
Sample Number: 1658
Checked Scott Hoobler, P.E.
Title: Professional Engineer
Figure 1658
OTTO ROSENAU & ASSOCIATES, INC.
100
Particle Size Distribution Report
ASTM D422 & D1140
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GRAIN SIZE - mm.
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%Gravel
%Sand
%Fines
Coarse
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Medium
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Test Results (ASTM D422 & D1140)
Sieve Size
Finer
Spec.`
Out of
Pct.
or
(%)
Spec.
of
Diam. (mm.)
(%)
Fines
2
100
1 1/4
100
1
100
3/4
100
5/8
100
1/2
93
3/8
86
1/4
77
#4
67
#8
41
#10
36
#40
15
#100
9
#200
8.0
U (no specification provided)
N 41 L
C C ao Location:Onsite
c m Sample Number: 1658 Sample Date: 9/23/2024
t' 3: U Client: Point Edwards Condominiums Homeowners's A
OTTO R O S E N A U Project: Point Edwards Condo Sidewalk Replacement
N L a &ASSOCIATES INC21 Pine Street, Edmonds
3 0 1 . Project No: 24-0623 Figure 1658
Tested By: Andy Duong Checked By: Scott Hoobler, P.E.