sieve analysis report - gov.bc.ca · client: project number: date: attn: client project no:...
TRANSCRIPT
CLIENT: Project Number:
Date:
ATTN: Client Project No:
PROJECT:
Lab Number:
Date Sampled:
Date Received:
Date Tested:
Sampled By:
Tested By:
TP/TH No.:
Bag No.: 388
Material Type: Pit Run
Sample No.: 1
Lower Upper Lower Upper
100 100 - 4.75 46 -
75 100 100 - 100 2.36 37 -
50 97 - 1.18 26 -
37.5 92 - 0.6 13 0 - 100
25 82 - 0.3 3.5 0 - 15
19 75 15 - 100 0.15 1.4 -
12.5 64 - 0.075 0.9 0 - 5
9.5 58 0 - 100
Comments: Sieve analysis test was conducted in accordance with ASTM C136 and C117
Plotted to Table 202-C SGSB gradation specification
Prepared By: Giti Ghorbanian Reviewed By:
Senior Materials Technologist
Amec Foster Wheeler Environment & Infrastructure
#110 - 18568 - 96th Avenue
Surrey British Columbia
Canada, V4N 3P9
Tell: 604-295-8657
Fax: 604-295-8658
SIEVE ANALYSIS
REPORT
Shaikh (Tasnuba) Islam, M.A.Sc., EIT
Civil Materials Engineer
KA21098-4500
August 10, 2017
Ministry of Transportation & Infrastructure
310 - 1500 Woolridge St.
Percent
Passing
Gradation LimitsGradation Limits
Giti Ghorbanian/
Kayla R.
Sand Sizes And
Fines (mm)
Gravel Sizes
(mm)
L5845
Cluxewe Pit - Vancouver Island District
Coquitlam, BC V3K 0B8 Client Contract No: 156CS0824
Terence Lai 39100-20-Cluxewe Pit
MOTI
Sampled by MOTI
28-Jun-17
Percent
Passing
TP17-01
28-Jun-17
100
75
50
37.5 25
19
12.5
9.5
4.7
5
2.3
6
1.1
8
0.6
0.3
0.1
5
0.0
75
0.0
10.0
20.0
30.0
40.0
50.0
60.0
70.0
80.0
90.0
100.0
0.0
1
0.1
110
10
0
PE
RC
EN
T P
AS
SIN
G (
%)
SIEVE SIZE (mm)
GRADATION CHART
Reporting of these test results constitutes a testing services only. Engineering interpretation or evaluation of these test results is provided only on written request.
The data presented is for the sole use of the client stipulated above.
CLIENT: Project Number:
Date:
ATTN: Client Project No:
PROJECT:
Lab Number:
Date Sampled:
Date Received:
Date Tested:
Sampled By:
Tested By:
TP/TH No.:
Bag No.: 389
Material Type: Pit Run
Sample No.: 2
Lower Upper Lower Upper
100 100 - 4.75 43 -
75 100 100 - 100 2.36 37 -
50 96 - 1.18 29 -
37.5 91 - 0.6 19 0 - 100
25 80 - 0.3 9.5 0 - 15
19 71 15 - 100 0.15 4.3 -
12.5 59 - 0.075 1.8 0 - 5
9.5 54 0 - 100
Comments: Sieve analysis test was conducted in accordance with ASTM C136 and C117
Plotted to Table 202-C SGSB gradation specification
Prepared By: Giti Ghorbanian Reviewed By:
Senior Materials Technologist
Amec Foster Wheeler Environment & Infrastructure
#110 - 18568 - 96th Avenue
Surrey British Columbia
Canada, V4N 3P9
Tell: 604-295-8657
Fax: 604-295-8658
SIEVE ANALYSIS
REPORT
Shaikh (Tasnuba) Islam, M.A.Sc., EIT
Civil Materials Engineer
KA21098-4500
August 10, 2017
Ministry of Transportation & Infrastructure
310 - 1500 Woolridge St.
Percent
Passing
Gradation LimitsGradation Limits
Giti Ghorbanian/
Kayla R.
Sand Sizes And
Fines (mm)
Gravel Sizes
(mm)
L5846
Cluxewe Pit - Vancouver Island District
Coquitlam, BC V3K 0B8 Client Contract No: 156CS0824
Terence Lai 39100-20-Cluxewe Pit
MOTI
Sampled by MOTI
28-Jun-17
Percent
Passing
TP17-01
28-Jun-17
100
75
50
37.5 25
19
12.5
9.5
4.7
5
2.3
6
1.1
8
0.6
0.3
0.1
5
0.0
75
0.0
10.0
20.0
30.0
40.0
50.0
60.0
70.0
80.0
90.0
100.0
0.0
1
0.1
110
10
0
PE
RC
EN
T P
AS
SIN
G (
%)
SIEVE SIZE (mm)
GRADATION CHART
Reporting of these test results constitutes a testing services only. Engineering interpretation or evaluation of these test results is provided only on written request.
The data presented is for the sole use of the client stipulated above.
CLIENT: Project Number:
Date:
ATTN: Client Project No:
PROJECT:
Lab Number:
Date Sampled:
Date Received:
Date Tested:
Sampled By:
Tested By:
TP/TH No.:
Bag No.: 370
Material Type: Pit Run
Sample No.: 1
Lower Upper Lower Upper
100 100 - 4.75 46 -
75 100 100 - 100 2.36 34 -
50 97 - 1.18 24 -
37.5 96 - 0.6 14 0 - 100
25 89 - 0.3 6.3 0 - 15
19 84 15 - 100 0.15 2.9 -
12.5 73 - 0.075 1.6 0 - 5
9.5 65 0 - 100
Comments: Sieve analysis test was conducted in accordance with ASTM C136 and C117
Plotted to Table 202-C SGSB gradation specification
Prepared By: Giti Ghorbanian Reviewed By:
Senior Materials Technologist
Amec Foster Wheeler Environment & Infrastructure
#110 - 18568 - 96th Avenue
Surrey British Columbia
Canada, V4N 3P9
Tell: 604-295-8657
Fax: 604-295-8658
SIEVE ANALYSIS
REPORT
Shaikh (Tasnuba) Islam, M.A.Sc., EIT
Civil Materials Engineer
KA21098-4500
August 10, 2017
Ministry of Transportation & Infrastructure
310 - 1500 Woolridge St.
Percent
Passing
Gradation LimitsGradation Limits
Giti Ghorbanian/
Kayla R.
Sand Sizes And
Fines (mm)
Gravel Sizes
(mm)
L5847
Cluxewe Pit - Vancouver Island District
Coquitlam, BC V3K 0B8 Client Contract No: 156CS0824
Terence Lai 39100-20-Cluxewe Pit
MOTI
Sampled by MOTI
28-Jun-17
Percent
Passing
TP17-02
28-Jun-17
100
75
50
37.5 25
19
12.5
9.5
4.7
5
2.3
6
1.1
8
0.6
0.3
0.1
5
0.0
75
0.0
10.0
20.0
30.0
40.0
50.0
60.0
70.0
80.0
90.0
100.0
0.0
1
0.1
110
10
0
PE
RC
EN
T P
AS
SIN
G (
%)
SIEVE SIZE (mm)
GRADATION CHART
Reporting of these test results constitutes a testing services only. Engineering interpretation or evaluation of these test results is provided only on written request.
The data presented is for the sole use of the client stipulated above.
CLIENT: Project Number:
Date:
ATTN: Client Project No:
PROJECT:
Lab Number:
Date Sampled:
Date Received:
Date Tested:
Sampled By:
Tested By:
TP/TH No.:
Bag No.: 365
Material Type: Pit Run
Sample No.: 1
Lower Upper Lower Upper
100 100 - 4.75 29 -
75 100 100 - 100 2.36 23 -
50 93 - 1.18 17 -
37.5 85 - 0.6 8.5 0 - 100
25 71 - 0.3 2.3 0 - 15
19 63 15 - 100 0.15 0.9 -
12.5 49 - 0.075 0.6 0 - 5
9.5 42 0 - 100
Comments: Sieve analysis test was conducted in accordance with ASTM C136 and C117
Plotted to Table 202-C SGSB gradation specification
Prepared By: Giti Ghorbanian Reviewed By:
Senior Materials Technologist
Amec Foster Wheeler Environment & Infrastructure
#110 - 18568 - 96th Avenue
Surrey British Columbia
Canada, V4N 3P9
Tell: 604-295-8657
Fax: 604-295-8658
SIEVE ANALYSIS
REPORT
Shaikh (Tasnuba) Islam, M.A.Sc., EIT
Civil Materials Engineer
KA21098-4500
August 10, 2017
Ministry of Transportation & Infrastructure
310 - 1500 Woolridge St.
Percent
Passing
Gradation LimitsGradation Limits
Rohit Sharma / Kayla
R.
Sand Sizes And
Fines (mm)
Gravel Sizes
(mm)
L5848
Cluxewe Pit - Vancouver Island District
Coquitlam, BC V3K 0B8 Client Contract No: 156CS0824
Terence Lai 39100-20-Cluxewe Pit
MOTI
Sampled by MOTI
28-Jun-17
Percent
Passing
TP17-03
5-Jul-17
100
75
50
37.5 25
19
12.5
9.5
4.7
5
2.3
6
1.1
8
0.6
0.3
0.1
5
0.0
75
0.0
10.0
20.0
30.0
40.0
50.0
60.0
70.0
80.0
90.0
100.0
0.0
1
0.1
110
10
0
PE
RC
EN
T P
AS
SIN
G (
%)
SIEVE SIZE (mm)
GRADATION CHART
Reporting of these test results constitutes a testing services only. Engineering interpretation or evaluation of these test results is provided only on written request.
The data presented is for the sole use of the client stipulated above.
CLIENT: Project Number:
Date:
ATTN: Client Project No:
PROJECT:
Lab Number:
Date Sampled:
Date Received:
Date Tested:
Sampled By:
Tested By:
TP/TH No.:
Bag No.: 390
Material Type: Pit Run
Sample No.: 2
Lower Upper Lower Upper
100 100 - 4.75 46 -
75 100 100 - 100 2.36 35 -
50 93 - 1.18 24 -
37.5 88 - 0.6 12 0 - 100
25 79 - 0.3 4.4 0 - 15
19 73 15 - 100 0.15 1.8 -
12.5 63 - 0.075 0.9 0 - 5
9.5 58 0 - 100
Comments: Sieve analysis test was conducted in accordance with ASTM C136 and C117
Plotted to Table 202-C SGSB gradation specification
Prepared By: Giti Ghorbanian Reviewed By:
Senior Materials Technologist
Amec Foster Wheeler Environment & Infrastructure
#110 - 18568 - 96th Avenue
Surrey British Columbia
Canada, V4N 3P9
Tell: 604-295-8657
Fax: 604-295-8658
SIEVE ANALYSIS
REPORT
Shaikh (Tasnuba) Islam, M.A.Sc., EIT
Civil Materials Engineer
KA21098-4500
August 10, 2017
Ministry of Transportation & Infrastructure
310 - 1500 Woolridge St.
Percent
Passing
Gradation LimitsGradation Limits
Rohit Sharma / Kayla
R.
Sand Sizes And
Fines (mm)
Gravel Sizes
(mm)
L5849
Cluxewe Pit - Vancouver Island District
Coquitlam, BC V3K 0B8 Client Contract No: 156CS0824
Terence Lai 39100-20-Cluxewe Pit
MOTI
Sampled by MOTI
28-Jun-17
Percent
Passing
TP17-03
10-Jul-17
100
75
50
37.5 25
19
12.5
9.5
4.7
5
2.3
6
1.1
8
0.6
0.3
0.1
5
0.0
75
0.0
10.0
20.0
30.0
40.0
50.0
60.0
70.0
80.0
90.0
100.0
0.0
1
0.1
110
10
0
PE
RC
EN
T P
AS
SIN
G (
%)
SIEVE SIZE (mm)
GRADATION CHART
Reporting of these test results constitutes a testing services only. Engineering interpretation or evaluation of these test results is provided only on written request.
The data presented is for the sole use of the client stipulated above.
CLIENT: Project Number:
Date:
ATTN: Client Project No:
PROJECT:
Lab Number:
Date Sampled:
Date Received:
Date Tested:
Sampled By:
Tested By:
TP/TH No.:
Bag No.: 24
Material Type: Pit Run
Sample No.: 1
Lower Upper Lower Upper
100 100 - 4.75 52 -
75 100 100 - 100 2.36 45 -
50 95 - 1.18 37 -
37.5 90 - 0.6 26 0 - 100
25 81 - 0.3 13 0 - 15
19 75 15 - 100 0.15 5.7 -
12.5 66 - 0.075 2.4 0 - 5
9.5 61 0 - 100
Comments: Sieve analysis test was conducted in accordance with ASTM C136 and C117
Plotted to Table 202-C SGSB gradation specification
Prepared By: Giti Ghorbanian Reviewed By:
Senior Materials Technologist
Amec Foster Wheeler Environment & Infrastructure
#110 - 18568 - 96th Avenue
Surrey British Columbia
Canada, V4N 3P9
Tell: 604-295-8657
Fax: 604-295-8658
SIEVE ANALYSIS
REPORT
Shaikh (Tasnuba) Islam, M.A.Sc., EIT
Civil Materials Engineer
KA21098-4500
August 10, 2017
Ministry of Transportation & Infrastructure
310 - 1500 Woolridge St.
Percent
Passing
Gradation LimitsGradation Limits
Rohit Sharma / Kayla
R.
Sand Sizes And
Fines (mm)
Gravel Sizes
(mm)
L5850
Cluxewe Pit - Vancouver Island District
Coquitlam, BC V3K 0B8 Client Contract No: 156CS0824
Terence Lai 39100-20-Cluxewe Pit
MOTI
Sampled by MOTI
28-Jun-17
Percent
Passing
TP17-04
30-Jun-17
100
75
50
37.5 25
19
12.5
9.5
4.7
5
2.3
6
1.1
8
0.6
0.3
0.1
5
0.0
75
0.0
10.0
20.0
30.0
40.0
50.0
60.0
70.0
80.0
90.0
100.0
0.0
1
0.1
110
10
0
PE
RC
EN
T P
AS
SIN
G (
%)
SIEVE SIZE (mm)
GRADATION CHART
Reporting of these test results constitutes a testing services only. Engineering interpretation or evaluation of these test results is provided only on written request.
The data presented is for the sole use of the client stipulated above.
CLIENT: Project Number:
Date:
ATTN: Client Project No:
PROJECT:
Lab Number:
Date Sampled:
Date Received:
Date Tested:
Sampled By:
Tested By:
TP/TH No.:
Bag No.: 367
Material Type: Pit Run
Sample No.: 1
Lower Upper Lower Upper
100 100 - 4.75 40 -
75 100 100 - 100 2.36 31 -
50 95 - 1.18 21 -
37.5 88 - 0.6 10 0 - 100
25 76 - 0.3 4.1 0 - 15
19 69 15 - 100 0.15 2.1 -
12.5 57 - 0.075 1.3 0 - 5
9.5 52 0 - 100
Comments: Sieve analysis test was conducted in accordance with ASTM C136 and C117
Plotted to Table 202-C SGSB gradation specification
Prepared By: Giti Ghorbanian Reviewed By:
Senior Materials Technologist
Amec Foster Wheeler Environment & Infrastructure
#110 - 18568 - 96th Avenue
Surrey British Columbia
Canada, V4N 3P9
Tell: 604-295-8657
Fax: 604-295-8658
SIEVE ANALYSIS
REPORT
Shaikh (Tasnuba) Islam, M.A.Sc., EIT
Civil Materials Engineer
KA21098-4500
August 10, 2017
Ministry of Transportation & Infrastructure
310 - 1500 Woolridge St.
Percent
Passing
Gradation LimitsGradation Limits
Rohit Sharma / Kayla
R.
Sand Sizes And
Fines (mm)
Gravel Sizes
(mm)
L5851
Cluxewe Pit - Vancouver Island District
Coquitlam, BC V3K 0B8 Client Contract No: 156CS0824
Terence Lai 39100-20-Cluxewe Pit
MOTI
Sampled by MOTI
28-Jun-17
Percent
Passing
TP17-05
11-Jul-17
100
75
50
37.5 25
19
12.5
9.5
4.7
5
2.3
6
1.1
8
0.6
0.3
0.1
5
0.0
75
0.0
10.0
20.0
30.0
40.0
50.0
60.0
70.0
80.0
90.0
100.0
0.0
1
0.1
110
10
0
PE
RC
EN
T P
AS
SIN
G (
%)
SIEVE SIZE (mm)
GRADATION CHART
Reporting of these test results constitutes a testing services only. Engineering interpretation or evaluation of these test results is provided only on written request.
The data presented is for the sole use of the client stipulated above.
CLIENT: Project Number:
Date:
ATTN: Client Project No:
PROJECT:
Lab Number:
Date Sampled:
Date Received:
Date Tested:
Sampled By:
Tested By:
TP/TH No.:
Bag No.: 426
Material Type: Pit Run
Sample No.: 1
Lower Upper Lower Upper
100 100 - 4.75 36 -
75 100 100 - 100 2.36 28 -
50 91 - 1.18 20 -
37.5 82 - 0.6 12 0 - 100
25 71 - 0.3 5.4 0 - 15
19 63 15 - 100 0.15 2.8 -
12.5 52 - 0.075 1.4 0 - 5
9.5 47 0 - 100
Comments: Sieve analysis test was conducted in accordance with ASTM C136 and C117
Plotted to Table 202-C SGSB gradation specification
Prepared By: Giti Ghorbanian Reviewed By:
Senior Materials Technologist
Amec Foster Wheeler Environment & Infrastructure
#110 - 18568 - 96th Avenue
Surrey British Columbia
Canada, V4N 3P9
Tell: 604-295-8657
Fax: 604-295-8658
SIEVE ANALYSIS
REPORT
Shaikh (Tasnuba) Islam, M.A.Sc., EIT
Civil Materials Engineer
KA21098-4500
August 10, 2017
Ministry of Transportation & Infrastructure
310 - 1500 Woolridge St.
Percent
Passing
Gradation LimitsGradation Limits
Rohit Sharma / Kayla
R.
Sand Sizes And
Fines (mm)
Gravel Sizes
(mm)
L5852
Cluxewe Pit - Vancouver Island District
Coquitlam, BC V3K 0B8 Client Contract No: 156CS0824
Terence Lai 39100-20-Cluxewe Pit
MOTI
Sampled by MOTI
28-Jun-17
Percent
Passing
TP17-06
11-Jul-17
100
75
50
37.5 25
19
12.5
9.5
4.7
5
2.3
6
1.1
8
0.6
0.3
0.1
5
0.0
75
0.0
10.0
20.0
30.0
40.0
50.0
60.0
70.0
80.0
90.0
100.0
0.0
1
0.1
110
10
0
PE
RC
EN
T P
AS
SIN
G (
%)
SIEVE SIZE (mm)
GRADATION CHART
Reporting of these test results constitutes a testing services only. Engineering interpretation or evaluation of these test results is provided only on written request.
The data presented is for the sole use of the client stipulated above.
CLIENT: Project Number:
Date:
ATTN: Client Project No:
PROJECT:
Lab Number:
Date Sampled:
Date Received:
Date Tested:
Sampled By:
Tested By:
TP/TH No.:
Bag No.: 428
Material Type: Pit Run
Sample No.: 1
Lower Upper Lower Upper
100 100 - 4.75 34 -
75 100 100 - 100 2.36 29 -
50 82 - 1.18 23 -
37.5 72 - 0.6 15 0 - 100
25 58 - 0.3 4.9 0 - 15
19 53 15 - 100 0.15 1.8 -
12.5 45 - 0.075 0.9 0 - 5
9.5 42 0 - 100
Comments: Sieve analysis test was conducted in accordance with ASTM C136 and C117
Plotted to Table 202-C SGSB gradation specification
Prepared By: Giti Ghorbanian Reviewed By:
Senior Materials Technologist
Amec Foster Wheeler Environment & Infrastructure
#110 - 18568 - 96th Avenue
Surrey British Columbia
Canada, V4N 3P9
Tell: 604-295-8657
Fax: 604-295-8658
SIEVE ANALYSIS
REPORT
Shaikh (Tasnuba) Islam, M.A.Sc., EIT
Civil Materials Engineer
KA21098-4500
August 10, 2017
Ministry of Transportation & Infrastructure
310 - 1500 Woolridge St.
Percent
Passing
Gradation LimitsGradation Limits
Rohit Sharma / Kayla
R.
Sand Sizes And
Fines (mm)
Gravel Sizes
(mm)
L5853
Cluxewe Pit - Vancouver Island District
Coquitlam, BC V3K 0B8 Client Contract No: 156CS0824
Terence Lai 39100-20-Cluxewe Pit
MOTI
Sampled by MOTI
28-Jun-17
Percent
Passing
TP17-07
11-Jul-17
100
75
50
37.5 25
19
12.5
9.5
4.7
5
2.3
6
1.1
8
0.6
0.3
0.1
5
0.0
75
0.0
10.0
20.0
30.0
40.0
50.0
60.0
70.0
80.0
90.0
100.0
0.0
1
0.1
110
10
0
PE
RC
EN
T P
AS
SIN
G (
%)
SIEVE SIZE (mm)
GRADATION CHART
Reporting of these test results constitutes a testing services only. Engineering interpretation or evaluation of these test results is provided only on written request.
The data presented is for the sole use of the client stipulated above.
CLIENT: Project Number:
Date:
ATTN: Client Project No:
PROJECT:
Lab Number:
Date Sampled:
Date Received:
Date Tested:
Sampled By:
Tested By:
TP/TH No.:
Bag No.: 366
Material Type: Pit Run
Sample No.: 1
Lower Upper Lower Upper
100 100 - 4.75 40 -
75 100 100 - 100 2.36 30 -
50 97 - 1.18 20 -
37.5 96 - 0.6 9 0 - 100
25 84 - 0.3 2.8 0 - 15
19 74 15 - 100 0.15 1.1 -
12.5 59 - 0.075 0.6 0 - 5
9.5 52 0 - 100
Comments: Sieve analysis test was conducted in accordance with ASTM C136 and C117
Plotted to Table 202-C SGSB gradation specification
Prepared By: Giti Ghorbanian Reviewed By:
Senior Materials Technologist
Amec Foster Wheeler Environment & Infrastructure
#110 - 18568 - 96th Avenue
Surrey British Columbia
Canada, V4N 3P9
Tell: 604-295-8657
Fax: 604-295-8658
SIEVE ANALYSIS
REPORT
Shaikh (Tasnuba) Islam, M.A.Sc., EIT
Civil Materials Engineer
KA21098-4500
August 10, 2017
Ministry of Transportation & Infrastructure
310 - 1500 Woolridge St.
Percent
Passing
Gradation LimitsGradation Limits
Giti Ghorbanian/
Kayla R.
Sand Sizes And
Fines (mm)
Gravel Sizes
(mm)
L5854
Cluxewe Pit - Vancouver Island District
Coquitlam, BC V3K 0B8 Client Contract No: 156CS0824
Terence Lai 39100-20-Cluxewe Pit
MOTI
Sampled by MOTI
28-Jun-17
Percent
Passing
TP17-08
28-Jun-17
100
75
50
37.5 25
19
12.5
9.5
4.7
5
2.3
6
1.1
8
0.6
0.3
0.1
5
0.0
75
0.0
10.0
20.0
30.0
40.0
50.0
60.0
70.0
80.0
90.0
100.0
0.0
1
0.1
110
10
0
PE
RC
EN
T P
AS
SIN
G (
%)
SIEVE SIZE (mm)
GRADATION CHART
Reporting of these test results constitutes a testing services only. Engineering interpretation or evaluation of these test results is provided only on written request.
The data presented is for the sole use of the client stipulated above.
CLIENT: Project Number:
Date:
ATTN: Client Project No.:
PROJECT:
Lab Number:
Date Sampled:
Date Received:
Date Tested:
Sampled By:
Tested By:
TP/TH No.:
Bag No.: 370
Material Type: Crushed
Sample No.: 1
Lower Upper Lower Upper
100 100 - 4.75 66 35 - 70
75 100 - 2.36 47 25 - 50
50 100 - 1.18 32 15 - 35
37.5 100 - 0.6 19 -
25 100 100 - 100 0.3 8.4 5 - 20
19 97 80 - 100 0.15 4.0 -
12.5 85 - 0.075 2.2 0 - 5
9.5 79 50 - 85
Comments: Sieve analysis test was conducted in accordance with ASTM C136 and C117
Plotted to Table 202-C WGB gradation specification
Prepared By: Giti Ghorbanian Reviewed By:
Senior Materials Technologist Shaikh (Tasnuba) Islam, M.A.Sc., EIT
Civil Materials Engineer
39100-20-Cluxewe Pit
MOTI
Sampled by MOTI
28-Jun-17
Percent
Passing
TP17-02
11-Jul-17
Percent
Passing
Gradation Limits
Amec Foster Wheeler Environment & Infrastructure
#110 - 18568 - 96th Avenue
Surrey British Columbia
Canada, V4N 3P9
Tell: 604-295-8657
Fax: 604-295-8658
SIEVE ANALYSIS
REPORT
Gradation Limits
Giti Ghorbanian/ Kayla R.
Sand Sizes
And Fines
(mm)
KA21098-4500
August 10, 2017
Ministry of Transportation & Infrastructure
310 - 1500 Woolridge St.
Gravel Sizes
(mm)
L5847
Cluxewe Pit - Vancouver Island District
Coquitlam, BC V3K 0B8 Client Contract No.: 156CS0824
Terence Lai
100
75
50
37.5 25
19
12.5
9.5
4.7
5
2.3
6
1.1
8
0.6
0.3
0.1
5
0.0
75
0.0
10.0
20.0
30.0
40.0
50.0
60.0
70.0
80.0
90.0
100.0
0.0
1
0.1
110
10
0
PE
RC
EN
T P
AS
SIN
G (
%)
SIEVE SIZE (mm)
GRADATION CHART
Reporting of these test results constitutes a testing services only. Engineering interpretation or evaluation of these test results is provided only on written request.
The data presented is for the sole use of the client stipulated above.
CLIENT: Project Number:
Date:
ATTN: Client Project No.:
PROJECT:
Lab Number:
Date Sampled:
Date Received:
Date Tested:
Sampled By:
Tested By:
TP/TH No.:
Bag No.: 365
Material Type: Crushed
Sample No.: 1
Lower Upper Lower Upper
100 100 - 4.75 61 35 - 70
75 100 - 2.36 46 25 - 50
50 100 - 1.18 34 15 - 35
37.5 100 - 0.6 18 -
25 99 100 - 100 0.3 5.7 5 - 20
19 96 80 - 100 0.15 2.7 -
12.5 78 - 0.075 1.8 0 - 5
9.5 71 50 - 85
Comments: Sieve analysis test was conducted in accordance with ASTM C136 and C117
Plotted to Table 202-C WGB gradation specification
Prepared By: Giti Ghorbanian Reviewed By:
Senior Materials Technologist Shaikh (Tasnuba) Islam, M.A.Sc., EIT
Civil Materials Engineer
Amec Foster Wheeler Environment & Infrastructure
#110 - 18568 - 96th Avenue
Surrey British Columbia
Canada, V4N 3P9
Tell: 604-295-8657
Fax: 604-295-8658
SIEVE ANALYSIS
REPORT
Gradation Limits
Rohit Sharma / Kayla R.
Sand Sizes
And Fines
(mm)
KA21098-4500
August 10, 2017
Ministry of Transportation & Infrastructure
310 - 1500 Woolridge St.
Gravel Sizes
(mm)
L5848
Cluxewe Pit - Vancouver Island District
Coquitlam, BC V3K 0B8 Client Contract No.: 156CS0824
Terence Lai 39100-20-Cluxewe Pit
MOTI
Sampled by MOTI
28-Jun-17
Percent
Passing
TP17-03
11-Jul-17
Percent
Passing
Gradation Limits
100
75
50
37.5 25
19
12.5
9.5
4.7
5
2.3
6
1.1
8
0.6
0.3
0.1
5
0.0
75
0.0
10.0
20.0
30.0
40.0
50.0
60.0
70.0
80.0
90.0
100.0
0.0
1
0.1
110
10
0
PE
RC
EN
T P
AS
SIN
G (
%)
SIEVE SIZE (mm)
GRADATION CHART
Reporting of these test results constitutes a testing services only. Engineering interpretation or evaluation of these test results is provided only on written request.
The data presented is for the sole use of the client stipulated above.
CLIENT: Project Number:
Date:
ATTN: Client Project No.:
PROJECT:
Lab Number:
Date Sampled:
Date Received:
Date Tested:
Sampled By:
Tested By:
TP/TH No.:
Bag No.: 426
Material Type: Crushed
Sample No.: 1
Lower Upper Lower Upper
100 100 - 4.75 64 35 - 70
75 100 - 2.36 50 25 - 50
50 100 - 1.18 37 15 - 35
37.5 100 - 0.6 22 -
25 99 100 - 100 0.3 10.9 5 - 20
19 95 80 - 100 0.15 6.0 -
12.5 78 - 0.075 3.1 0 - 5
9.5 73 50 - 85
Comments: Sieve analysis test was conducted in accordance with ASTM C136 and C117
Plotted to Table 202-C WGB gradation specification
Prepared By: Giti Ghorbanian Reviewed By:
Senior Materials Technologist Shaikh (Tasnuba) Islam, M.A.Sc., EIT
Civil Materials Engineer
Amec Foster Wheeler Environment & Infrastructure
#110 - 18568 - 96th Avenue
Surrey British Columbia
Canada, V4N 3P9
Tell: 604-295-8657
Fax: 604-295-8658
SIEVE ANALYSIS
REPORT
Gradation Limits
Rohit Sharma / Kayla R.
Sand Sizes
And Fines
(mm)
KA21098-4500
August 10, 2017
Ministry of Transportation & Infrastructure
310 - 1500 Woolridge St.
Gravel Sizes
(mm)
L5852
Cluxewe Pit - Vancouver Island District
Coquitlam, BC V3K 0B8 Client Contract No.: 156CS0824
Terence Lai 39100-20-Cluxewe Pit
MOTI
Sampled by MOTI
28-Jun-17
Percent
Passing
TP17-06
11-Jul-17
Percent
Passing
Gradation Limits
100
75
50
37.5 25
19
12.5
9.5
4.7
5
2.3
6
1.1
8
0.6
0.3
0.1
5
0.0
75
0.0
10.0
20.0
30.0
40.0
50.0
60.0
70.0
80.0
90.0
100.0
0.0
1
0.1
110
10
0
PE
RC
EN
T P
AS
SIN
G (
%)
SIEVE SIZE (mm)
GRADATION CHART
Reporting of these test results constitutes a testing services only. Engineering interpretation or evaluation of these test results is provided only on written request.
The data presented is for the sole use of the client stipulated above.
CLIENT: Project Number:
Date:
ATTN: Client Project No.:
PROJECT:
Lab Number:
Date Sampled:
Date Received:
Date Tested:
Sampled By:
Tested By:
TP/TH No.:
Bag No.: 428
Material Type: Crushed
Sample No.: 1
Lower Upper Lower Upper
100 100 - 4.75 64 35 - 70
75 100 - 2.36 51 25 - 50
50 100 - 1.18 42 15 - 35
37.5 100 - 0.6 28 -
25 99 100 - 100 0.3 10 5 - 20
19 94 80 - 100 0.15 4.6 -
12.5 77 - 0.075 2.4 0 - 5
9.5 72 50 - 85
Comments: Sieve analysis test was conducted in accordance with ASTM C136 and C117
Plotted to Table 202-C WGB gradation specification
Prepared By: Giti Ghorbanian Reviewed By:
Senior Materials Technologist Shaikh (Tasnuba) Islam, M.A.Sc., EIT
Civil Materials Engineer
Amec Foster Wheeler Environment & Infrastructure
#110 - 18568 - 96th Avenue
Surrey British Columbia
Canada, V4N 3P9
Tell: 604-295-8657
Fax: 604-295-8658
SIEVE ANALYSIS
REPORT
Gradation Limits
Rohit Sharma / Kayla R.
Sand Sizes
And Fines
(mm)
KA21098-4500
August 10, 2017
Ministry of Transportation & Infrastructure
310 - 1500 Woolridge St.
Gravel Sizes
(mm)
L5853
Cluxewe Pit - Vancouver Island District
Coquitlam, BC V3K 0B8 Client Contract No.: 156CS0824
Terence Lai 39100-20-Cluxewe Pit
MOTI
Sampled by MOTI
28-Jun-17
Percent
Passing
TP17-07
11-Jul-17
Percent
Passing
Gradation Limits
100
75
50
37.5 25
19
12.5
9.5
4.7
5
2.3
6
1.1
8
0.6
0.3
0.1
5
0.0
75
0.0
10.0
20.0
30.0
40.0
50.0
60.0
70.0
80.0
90.0
100.0
0.0
1
0.1
110
10
0
PE
RC
EN
T P
AS
SIN
G (
%)
SIEVE SIZE (mm)
GRADATION CHART
Reporting of these test results constitutes a testing services only. Engineering interpretation or evaluation of these test results is provided only on written request.
The data presented is for the sole use of the client stipulated above.
CLIENT: Project Number:
Date:
ATTN: Client Project No.:
PROJECT:
Lab Number:
Date Sampled:
Date Received:
Date Tested:
Sampled By:
Tested By:
TP/TH No.:
Bag No.: 366
Material Type: Crushed
Sample No.: 1
Lower Upper Lower Upper
100 100 - 4.75 64 35 - 70
75 100 - 2.36 48 25 - 50
50 100 - 1.18 32 15 - 35
37.5 100 - 0.6 14 -
25 99 100 - 100 0.3 4.7 5 - 20
19 96 80 - 100 0.15 1.9 -
12.5 79 - 0.075 1.1 0 - 5
9.5 73 50 - 85
Comments: Sieve analysis test was conducted in accordance with ASTM C136 and C117
Plotted to Table 202-C WGB gradation specification
Prepared By: Giti Ghorbanian Reviewed By:
Senior Materials Technologist Shaikh (Tasnuba) Islam, M.A.Sc., EIT
Civil Materials Engineer
Amec Foster Wheeler Environment & Infrastructure
#110 - 18568 - 96th Avenue
Surrey British Columbia
Canada, V4N 3P9
Tell: 604-295-8657
Fax: 604-295-8658
SIEVE ANALYSIS
REPORT
Gradation Limits
Rohit Sharma / Kayla R.
Sand Sizes
And Fines
(mm)
KA21098-4500
August 10, 2017
Ministry of Transportation & Infrastructure
310 - 1500 Woolridge St.
Gravel Sizes
(mm)
L5854
Cluxewe Pit - Vancouver Island District
Coquitlam, BC V3K 0B8 Client Contract No.: 156CS0824
Terence Lai 39100-20-Cluxewe Pit
MOTI
Sampled by MOTI
28-Jun-17
Percent
Passing
TP17-08
12-Jul-17
Percent
Passing
Gradation Limits
100
75
50
37.5 25
19
12.5
9.5
4.7
5
2.3
6
1.1
8
0.6
0.3
0.1
5
0.0
75
0.0
10.0
20.0
30.0
40.0
50.0
60.0
70.0
80.0
90.0
100.0
0.0
1
0.1
110
10
0
PE
RC
EN
T P
AS
SIN
G (
%)
SIEVE SIZE (mm)
GRADATION CHART
Reporting of these test results constitutes a testing services only. Engineering interpretation or evaluation of these test results is provided only on written request.
The data presented is for the sole use of the client stipulated above.
