S2M for week of 3-27-17

MIX ID'S: DDS257E7 and DDS257E8
Aggregate Optimization Chart
PLANT #:
P-103
Agg. Class
Pit #
6AA
26A
2NS
58-003
58-003
81-93
Contractor:
3/27/17
Sample Date:
Dates Test Represents:
Production Gradation Report
S2M
Concrete Grade:
3/27/2017
to
Source
4/2/2017
Weight (SSD)
ft
1550
315
1290
3155
9.23
1.88
7.83
18.94
Stoneco
Stoneco
Burmeister
Total Wt
MDOT No.:
Specific
Gravity
2.69
2.69
2.64
3
%
Contribution
49.1
10.0
40.9
100.0
<----- Verify this number is 100%
Sieve
6AA
26A
2NS
Cumulative
% Passing
% Retained
Cumulative
% Retained
2"
1.5"
1"
3/4"
1/2"
3/8"
#4
#8
#16
#30
#50
#100
LBW
100.0
100.0
100.0
85.5
43.1
19.8
4.8
3.1
2.1
2.1
1.9
1.9
2.0
100.0
100.0
100.0
100.0
99.6
85.6
15.0
4.3
2.6
2.3
2.2
2.1
1.8
100.0
100.0
100.0
100.0
100.0
100.0
98.8
84.3
66.6
44.8
16.0
2.8
1.0
100.0
100.0
100.0
92.9
72.0
59.2
44.3
36.4
28.5
19.6
7.7
2.3
1.6
0.0
0.0
0.0
7.1
20.9
12.8
14.9
7.8
7.9
8.9
11.9
5.4
0.7
0.0
0.0
0.0
7.1
28.0
40.8
55.7
63.6
71.5
80.4
92.3
97.7
98.4
Production Gradation
Coarseness Factor:
Aggregate Supplier Gradations
Batch Plant Gradations
64
Workability Factor:
36
45
45, 44
JMF Zone
Workability Factor (%)
52, 41
58, 40
40
69, 40
68, 38
75, 39
60, 36 IPSProduction Gradation
35
52, 34
45, 33
58, 31
30
68,
69,3131
Operating Zone
Boundary
75, 28
25
40
45
ActionLimits Boundary = -
50
55
-----
60
65
70
Coarseness Factor (%)
75
80
Superior Materials, LLC
30701 W. 10 Mile Rd.
Suite 500
Farmington Hills, MI 48336
*Maximum % Retained must be above the 3/8" sieve.
*Any two adjacent sieves must equal 10% except max.,
nom. max., #100 and #200 sieves.
*% Retained must be at least 4% for each sieve except max.,
nom. max., #100 and #200 sieves.
*% Retained must be at least 8% for the 1" sieve when
a 2" max. size (nom. Max. 1.5") aggregate is used.
Intial Production Sample (IPS)
Coarseness Factor:
63
Workability Factor:
36
Cumulative
%
Sieve
% Passing Retained
100.0
0.0
2"
1.5"
100.0
0.0
1"
99.2
0.8
3/4"
90.9
8.3
1/2"
71.3
19.6
3/8"
59.5
11.8
#4
43.8
15.7
#8
35.7
8.1
#16
27.0
8.7
#30
18.6
8.4
#50
6.8
11.8
#100
1.4
5.4
LBW
0.6
0.8
Cumulative
% Retained
0.0
0.0
0.8
9.1
28.7
40.5
56.2
64.3
73.0
81.4
93.2
98.6
99.4
Approved BY:
PREPARED BY:
SM, LLC Technical Service
MIX ID: WSN175E9
Aggregate Optimization Chart
PLANT #:
P-36
Sample Date:
Dates Test Represents:
3/27/17
Production Gradation Report
Contractor:
3/27/2017
to
Agg. Class
Pit #
Source
Weight (SSD)
6AA
26A
2NS
58-003
71-47
63-115
Stoneco
Presque Isle
Ray Road
Total Wt
1455
300
1230
2985
Concrete Grade: S2M (SPECIAL, 5000 PSI)
4/2/2017
MDOT No.:
Specific
%
3
ft
Gravity
Contribution
8.67
2.69
48.7
1.83
2.62
10.1
7.44
2.65
41.2
17.94
100.0
<----- Verify this number is 100%
Sieve
6AA
26A
2NS
Cumulative
% Passing
% Retained
Cumulative
% Retained
2"
1.5"
1"
3/4"
1/2"
3/8"
#4
#8
#16
#30
#50
#100
LBW
100.0
100.0
100.0
85.5
43.1
19.8
4.8
3.1
2.1
2.1
1.9
1.9
2.0
100.0
100.0
100.0
100.0
95.3
80.1
14.2
3.6
1.8
1.4
1.3
1.2
1.0
100.0
100.0
100.0
100.0
100.0
100.0
96.7
80.3
62.0
45.2
21.6
3.9
0.5
100.0
100.0
100.0
92.9
71.8
58.9
43.6
35.0
26.8
19.8
10.0
2.7
1.3
0.0
0.0
0.0
7.1
21.1
12.9
15.3
8.7
8.2
7.0
9.8
7.3
1.4
0.0
0.0
0.0
7.1
28.2
41.1
56.4
65.0
73.2
80.2
90.0
97.3
98.7
Production Gradation
Coarseness Factor:
Aggregate Supplier Gradations
Batch Plant Gradations
63
Workability Factor:
35
45
45, 44
JMF Zone
Workability Factor (%)
52, 41
40
58, 39
69, 39
68, 38
75, 39
60, 36
35
IPS
Production Gradation
52, 34
45, 33
58, 31
30
68,
3131
69,
Operating Zone
Boundary
75, 28
25
40
45
ActionLimits Boundary = -
50
55
-----
60
65
70
Coarseness Factor (%)
75
80
Superior Materials, LLC
30701 W. 10 Mile Rd.
Suite 500
Farmington Hills, MI 48336
*Maximum % Retained must be above the 3/8" sieve.
*Any two adjacent sieves must equal 10% except max.,
nom. max., #100 and #200 sieves.
*% Retained must be at least 4% for each sieve except max.,
nom. max., #100 and #200 sieves.
*% Retained must be at least 8% for the 1" sieve when
a 2" max. size (nom. Max. 1.5") aggregate is used.
Intial Production Sample (IPS)
Coarseness Factor:
63
Workability Factor:
35
Cumulative
%
Sieve
% Passing Retained
100.0
0.0
2"
1.5"
100.0
0.0
1"
100.0
0.0
3/4"
92.9
7.1
1/2"
71.8
21.1
3/8"
58.9
12.9
#4
43.6
15.3
#8
35.0
8.7
#16
26.8
8.2
#30
19.8
7.0
#50
10.0
9.8
#100
2.7
7.3
LBW
1.3
1.4
Cumulative
% Retained
0.0
0.0
0.0
7.1
28.2
41.1
56.4
65.0
73.2
80.2
90.0
97.3
98.7
Approved By:
PREPARED BY:
SM, LLC Technical Service
MIX ID'S: DDS257E7 and DDS257E8
Aggregate Optimization Chart
PLANT #:
P-38
Sample Date:
Dates Test Represents:
3/27/17
Agg. Class
Pit #
6AA
26A
2NS
58-003
58-003
81-93
Production Gradation Report
Contractor:
S2M
Concrete Grade:
3/27/2017
to
Source
4/2/2017
Weight (SSD)
ft
1550
315
1290
3155
9.23
1.88
7.83
18.94
Stoneco
Stoneco
Burmeister
Total Wt
MDOT No.:
Specific
Gravity
2.69
2.69
2.64
3
%
Contribution
49.1
10.0
40.9
100.0
<----- Verify this number is 100%
Sieve
6AA
26A
2NS
Cumulative
% Passing
% Retained
Cumulative
% Retained
2"
1.5"
1"
3/4"
1/2"
3/8"
#4
#8
#16
#30
#50
#100
LBW
100.0
100.0
100.0
85.5
43.1
19.8
4.8
3.1
2.1
2.1
1.9
1.9
2.0
100.0
100.0
100.0
100.0
99.6
85.6
15.0
4.3
2.6
2.3
2.2
2.1
1.8
100.0
100.0
100.0
100.0
100.0
100.0
98.8
84.3
66.6
44.8
16.0
2.8
1.0
100.0
100.0
100.0
92.9
72.0
59.2
44.3
36.4
28.5
19.6
7.7
2.3
1.6
0.0
0.0
0.0
7.1
20.9
12.8
14.9
7.8
7.9
8.9
11.9
5.4
0.7
0.0
0.0
0.0
7.1
28.0
40.8
55.7
63.6
71.5
80.4
92.3
97.7
98.4
Production Gradation
Coarseness Factor:
Batch Plant Gradations
Aggregate Supplier Gradations
64
Workability Factor:
36
45
45, 44
JMF Zone
Workability Factor (%)
52, 41
56, 40
40
67, 40
68, 38
60, IPS
36
35
75, 39
Production Gradation
52, 34
45, 33
56, 31
30
67,68,
3131
Operating Zone
Boundary
75, 28
25
40
45
ActionLimits Boundary = -
50
55
-----
60
65
70
Coarseness Factor (%)
75
80
Superior Materials, LLC
30701 W. 10 Mile Rd.
Suite 500
Farmington Hills, MI 48336
*Maximum % Retained must be above the 3/8" sieve.
*Any two adjacent sieves must equal 10% except max.,
nom. max., #100 and #200 sieves.
*% Retained must be at least 4% for each sieve except max.,
nom. max., #100 and #200 sieves.
*% Retained must be at least 8% for the 1" sieve when
a 2" max. size (nom. Max. 1.5") aggregate is used.
Intial Production Sample (IPS)
Coarseness Factor:
62
Workability Factor:
36
Cumulative
%
Sieve
% Passing Retained
100.0
0.0
2"
1.5"
100.0
0.0
1"
99.2
0.8
3/4"
91.1
8.1
1/2"
72.0
19.1
3/8"
60.3
11.7
#4
43.4
16.9
#8
35.6
7.8
#16
28.4
7.2
#30
21.8
6.7
#50
9.1
12.6
#100
1.7
7.4
LBW
1.1
0.6
Cumulative
% Retained
0.0
0.0
0.8
8.9
28.0
39.7
56.6
64.4
71.6
78.2
90.9
98.3
98.9
Approved By:
PREPARED BY:
SM, LLC Technical Service