HomeMy WebLinkAboutKC-15-654 - Gravel Borrow Gradation and Max Density - Dated 11-18-15 (Gravel Borrow - Icon)King County M.mrou Ava. NE. Bld- L,
Dept. of Transpoi-tation Renton, WA 99076-4199
Matturials Labii-atui-y Bing County Hx: 206.296.0170
Aggregate Test Data
Project: City or Huntun-L-ugan Avenue N.
I ype ut Material: Gravel Burrow #ZJHu
Parpcse ct Sample: Acceptance
Sampled At: Pit stackpir
Name and location of Suu►uu:
Project Number: 77Z58y6
laaD Sammp u Mum6Cr: KC -15-654
Date Sampled: 11/18/2075
Sampled By: VW
ICON Auburn Pit #: A464
Total Weight: 16.23 kg
Retainea Reyuirea Percent Percent
Sieve V1leiyht Spuc. Passing Frauturea
Fract. Wt. Avg. + #4:
FrauturC Spec:
Dust Ratio:
Dusi Ratio Spec:
Sand E4uivalent(HHSr11 O Ti t5):
SE Spec:
X meets
does not meet
71
5v min
specification
Reviewed by:
Approved for r
Distribution By:
IGlmrdws Engineer
Inspectu, Remarks:
Subsample Weight:
Retainea
#10 78.4
341.8
g
39
#20 145.7
29
#40 203.7
30 max
20
#60 256.9
1 13
#100 299.8
6
0
#200 Wash (AASHTO T1 1A):
Mass Before:
3585.4 g
Mass After:
3493.8 g
#200
7.0
max.
2.6
Fract. Wt. Avg. + #4:
FrauturC Spec:
Dust Ratio:
Dusi Ratio Spec:
Sand E4uivalent(HHSr11 O Ti t5):
SE Spec:
X meets
does not meet
71
5v min
specification
Reviewed by:
Approved for r
Distribution By:
IGlmrdws Engineer
Inspectu, Remarks:
Subsample Weight:
Retainea
#10 78.4
341.8
g
39
#20 145.7
29
#40 203.7
30 max
20
#60 256.9
1 13
#100 299.8
6
0
#200 Wash (AASHTO T1 1A):
Mass Before:
3585.4 g
Mass After:
3493.8 g
#200
7.0
max.
2.6
Remarks: Rut: (AASH 1 U 12, 111(A), 117, 11 rb, 1248, I Nb i)
WSVOr Y -t13.74(7)
Date: 11/19/2015 Tested By: Wt7►inm S. Parson
Distribution:
City of Renton-Luyan Ave N.
resident Engineer
'roject Engineer
Dontractor
Nt Lvy
Vlat Lab ; He
=ax
=ax
I'—
0
City of Renton-Luyan Ave N.
resident Engineer
'roject Engineer
Dontractor
Nt Lvy
Vlat Lab ; He
=ax
=ax
King Cuunl3 ® 155 Monroe Ave. NI-, 131dg 1)
Dep[. or 1'ntnsportation Rciaim, wA 98056 4199
Materials Laboradrr3 Kill I-Ity 1 hone: 206.296, r r09
Ma.ximulfl i7en5ity uarvv
Project:
Vity or Renton -Logan Ave iv.
Project Mum6er:
1 izM15
I ype of Material:
5'a.et ev,ra.. #z380
Cab Sample number:
KL -13-654
Purpose o1 Sample:
AI:I:eptanCe 3 Ma. Uensity Garve
Date 52mple8:
rtnWr2Dt5
Sampled At:
Pit
Sampled By:
WSP
Name and Location of Source: ►t;UN Auburn
Pit #:
A-464
Input Data
unarm Density (Ib3/ftA3): 107.3
Fine Density (Ibs/fr•3): 120.1
VVarav apuciflu uraAy: 2.7U
Fina Speeifi; Gra.ity: 2.68
Resaltis
Passing #4 0 Maximum Density:
41.0
MaAlmam Density (165/itA3):
139.0
Passing ar4 @ Minimum Density:
u.0
PlAmam Denaity (1153MA3):
107.3
Porent Passiny #4:
50.4
Appro.. upt. Moisture #4-0:
8,3
Gurracted optimum Muistam:
4.2
Go ructea Uptimam Muistam = (Appi`vA. apt.
Moistar #4-0 X Parent Passiny #4)/1U0
Pass #4
I bU
150
l40
130
120
110
c
1UU
p 90
8U
r0
Maximum Density Curve
U 20 40 6U SU IUU
°i Passiny FF4 us sivvv
Remarks: Ret (WSDOT T-606, AASHTO T2, T1 l (A), T27, T248)
uate: i t/wIi5 Testes By: William S. Parsons uistriBution:
Reviewed By:
APPMvEd ter
Distribution By:
Revised 2/1/08 vw
Engineer
Derwity Cuiv'a5
Pass #4
maximum
Pass #4
Maximum
Pass #4
Maximum
Pass #4
Maximum
Pass #4
Maximum
u
i O t .3
zu
124.5
4u
139.0
nu
130.6
80
123.7
1
108.0
21
125.5
41
139.0
61
130.2
el
123.5
2
108.8
22
126.6
42
138.9
62
129.7
82
123.3
s
1u9.0
za
12im
43
138.8
o3
129.3
83
1 123.0
4
11 U.4
24
128. t
44
138.5
64
128.8
54
122.8
5
111.1
25
129.1
45
138.3
65
128.4
85
122.6
6
111.9
Z6
130.7
4o
137.9
66
128.0
86
122.4
r
112./
"2/
131./
4/
13/.5
o/
12/.6
tf/
1zZ 3
e
113.5
25
132.6
46
13/.1
Be
12/.3
86
122.1
9
114.4
29
133.5
49
136.6
69
126.9
89
121.9
1
115.2
30
134.3
50
136.1
10
1Z6.5
9u
1Z1./
11
116.0
31
135.1
51
135.5
71
126.2
V1
1Zl.b
12
116.9
32
135.8
52
135.0
72
125.9
92
121.4
13
]]/.a
33
136.5
53
134.4
is
125.6
as
121.z
14
118. t
34
13 t.1
54
l i i.y
74
1 "25.3
y4
1 "21.1
15
119.6
35
137.6
55
133.3
75
125.0
95 1
120.9
l0
120.5
56
138.0
56
112,7
to
124.7
90
1208.
17
121.5
37
138.4
5t
132.2
rr
124.5
ai
1Zu.6
18
122.4
38
138.7
56
131.6
76
124.2
95
120.4
19
123o
39
1 138.9 1
59
131,1
79
124.0
99
120.3
'2U
124.5
4 U
1v.0
3
6U
130.6
50
1 Z3. /
100
1 ZU.1
Remarks: Ret (WSDOT T-606, AASHTO T2, T1 l (A), T27, T248)
uate: i t/wIi5 Testes By: William S. Parsons uistriBution:
Reviewed By:
APPMvEd ter
Distribution By:
Revised 2/1/08 vw
Engineer
r,;I,g CVenlL155 Moi -O% AvMOe NI-, Bldg. u.
9
De partmem of Transportation Renton, WA 99056-4199
1 Matciials Linatury KingCouniy (GOb?G96-//09
Fax: (206)_90-0179
Maximum Density Curve worlisneell
limieet:
City of rre,#ton-Laga,i Ave N.
Project MamlSer:
77z8895-
i ype ut Material:
UVdVe114anow 4Zjuu _
10 Sample NamlSer:
rcC-t5-150-4
Purpose of Sample:
Acceprance & Max Density Curve
Date Sampled:
77/78=75
Sampled At:
Pit
Sampled By:
WSP
Name & Location of Source: ICON Auburti
vit #:
A-4644
Gradation
Mass at #4*
8.155 Ry
plass at #4-
8.18 Ry
Iatal Mass
16.z3 Rg
percent Passing 4
50.4%
Density
Fine Coarse
Ma,.. Size
S4-
wet sample T I are
Mass of Satcli
55UU.0 g
A
Water Added
522 ml
-
Percent Water
9.0%
-
Pressure Exuded
2000
2000
Compaction Runs
1
1
Height Correction
Constant
8.461 in
10.220 in
ueptfi Read
1.y88 in
1.48y ;n
Reiylit of sample
6.413 in
5.131 in
Mass at Sample
and Mold
15.40 Rg
33.65 Rg
Mass of Mold
9200.0 g
14.08 kg
Wet Mass of Sample
6260.0 g
-
Dry Mass of Sample
5752.59
19.60 Ry
Mold Constants
61.0051
21.68
uFy uensity
1zu.1 16nt.-
10f.31ont,
Revlsea 211m8 vw
Mai5taru Content of #4-
4-1a1a
Specific Gravity
Ayyreyate
wet sample T I are
:it 42.5 g
Fine Coarse
A
Mass at Dry Material
1330.1 y
155u.5 g
Mass at Plate &
2333.5g
2885.5 g
Pycnometer (Empty)
Mass of Plate, rycno, &
5aU3.3 g
5903.3 g
water cep i r"F
a
Mass at Sample, Plate,
6739.9 g
6887.7 g
Pynco, and Water
Test Temperature
66.1 °F
65.5 `F
of Water OF
`
Pycnometer Calibration
5906.69
5906.5!j
(w rest iumperatare
water i fiermal
1 0002
1.uuu3
Correction to 68"F
2.58
2.fu
Mai5taru Content of #4-
4-1a1a
101-0
1551.0 to
wet sample T I are
:it 42.5 g
Dry sample T i are
35z1.1 g
l9loisture Content %
8.3%
i eate'a ISy: William S. Parsons
uate: 11Iz0r[u15